Rural Engineering Department has published Tender For L052-Sagang Sugunu Road To Wangoo Makha B)L055-Sagang Sugnu Road To Laingoubi Dampi District : Bishnupur Block : Moirang. Submission Date for this Tender is 16-07-2020. Road Work Tenders in Bishenpur Manipur. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Jul-2020 | Corrigendum No.4 | Other | 16-07-2020 |
| Name of Work: A) L052-Sagang Sugunu road to Wangoo Makha B)L055-Sagang Sugnu Road to Laingoubi Dampi District : Bishnupur Block : Moirang | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A)Sagang Sugunu road to Wangoo Makha | |||
| 2 | 2 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 2 | Each | |
| 3 | 3 | SURFACE DRAINS IN SOIL | |||
| 4 | 4 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grade, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. a) Manual Means | 4000 | m | |
| 5 | 4.1 | Construction of Embankment with Material Obtained from Borrow Pits | |||
| 6 | 4.2 | 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 | 8989 | cum | |
| 7 | 4.3 | Construction of Subgrade and Earthen Shoulders\nConstruction 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. | |||
| 8 | 4.4 | For shoulders | 1650 | cum | |
| 9 | 4.5 | KILOMETER STONE | |||
| 10 | 4.6 | 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 | |||
| 11 | 4.7 | Ordinary Kilometer Stone (Recast) | 4 | Each | |
| 12 | 4.8 | 200 m stone (precast) | 16 | Each | |
| 13 | 4.9 | Direction and Place Identification signs upto 0.9 sqm size board | |||
| 14 | 5 | A. Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with 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 | 4 | Sqm | |
| 15 | 5.1 | Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube)\nProviding and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 | 2 | Each | |
| 16 | 5.2 | Providing and Fixing 'Logo' of PMGSY Project\nProviding 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 | 1 | Each | |
| 17 | 5.3 | Providing and Fixing PMGSY Logo Board at starting point ( Steel Tube) | |||
| 18 | 5.4 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing.One plate of 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. plate will be welded to 75mmx75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior. | 3 | Each | |
| 19 | 5.5 | Retro- reflectorised Traffic Signs | |||
| 20 | 5.6 | 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 | |||
| 21 | 5.7 | a) 600 mm equilateral triangle | 3 | Each | |
| 22 | 5.8 | b) 600 mm dia circle | 3 | Each | |
| 23 | 5.9 | GRANULAR SUB- BASE, BASES (NON-BITUMINOUS)& SHOULDERS | |||
| 24 | 6 | Granular sub-base with Well Graded Material (Table 400.1) | |||
| 25 | 6.1 | A) By Mix in place method | |||
| 26 | 6.2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||
| 27 | 6.3 | ii) For Granular II Material | 2600 | Cum | |
| 28 | 6.4 | WBM GRADING 3 | |||
| 29 | 6.5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual Means | 900 | Cum | |
| 30 | 6.6 | Prime Coat : Low porosity | |||
| 31 | 6.7 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0Kg/sqm using mechanical means as per Technical Specification Clause 502. | 12000 | sqm | |
| 32 | 6.8 | Tack Coat | |||
| 33 | 6.9 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 12000 | sqm | |
| 34 | 7 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 12000 | sqm | |
| 35 | 7.1 | Seal Coat with Bitumen Emulsion Seal Coat Type (MS grade) | |||
| 36 | 7.2 | Providing and laying seal coat with Bitumen Emulsion for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 | |||
| 37 | 7.3 | Case - II : Type B(By manual means) | 12000 | sqm | |
| 38 | 7.4 | Providing and Fixing Maintenance Information Board of PMGSY Project\nProviding and fixing of Maintenance Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 | 1 | each | |
| 39 | 7.5 | Construction of 15 m span RCC Minor Bridge, 10.82Ht 1no. | |||
| 40 | 7.6 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth | 1334.34 | cum | |
| 41 | 7.7 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material. | 444.78 | cum | |
| 42 | 7.8 | Providing concrete for plain/reinforced concrete in open foundations 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 | 43.68 | cum | |
| 43 | 7.9 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) P.C.C grade M 15 i)Nominal mix (1:2.5:5) | 683.41 | cum | |
| 44 | 8 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ii)R.C.C M 25 | 106.19 | cum | |
| 45 | 8.1 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.18664 | mt | |
| 46 | 8.2 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 10.2636 | mt | |
| 47 | 8.3 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 10 | Nos. | |
| 48 | 8.4 | 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 | 34 | Rm | |
| 49 | 8.5 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 6.02 | cum | |
| 50 | 8.6 | 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 | 96 | Nos. | |
| 51 | 8.7 | 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 | 134 | cum | |
| 52 | 8.8 | Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5 | 12 | m | |
| 53 | 8.9 | Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6 | 8 | nos. | |
| 54 | 9 | Construction of Retaining Wall (2.50 m Ht) 6 nos. | |||
| 55 | 9.1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth | 148.38 | cum | |
| 56 | 9.2 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular material. | 49.44 | cum | |
| 57 | 9.3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 i)P.C.C grade M 10 II) Nominal mix 1:3:6 | 19.38 | cum | |
| 58 | 9.4 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III)Random rubble masonry ii)In 1:4 cement mortar | 171.36 | cum | |
| 59 | 9.5 | 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 | 54 | Nos. | |
| 60 | 9.6 | Pointing with cement mortar (1:3) on brickwork in parapet as per technical specifications Clauses 613.3 and 1208.4 | 210.3 | sqm. | |
| 61 | 9.7 | Maintenance component for 5(five) years after construction | |||
| 62 | 9.8 | 1st year Rs. 260975.33 | |||
| 63 | 9.9 | 2nd year Rs. 391462.99 | |||
| 64 | 10 | 3rd year Rs. 521950.65 | |||
| 65 | 10.1 | 4th year Rs. 652438.32 | |||
| 66 | 10.2 | 5th year Rs. 782925.98 | |||
| 67 | 10.3 | B)Sagang Sugnu Road to Laingoubi Dampi | |||
| 68 | 10.4 | Construction of Job pillar as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 | 2 | Each | |
| 69 | 10.5 | SURFACE DRAINS IN SOIL | |||
| 70 | 10.6 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grade, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. a) Manual Means | 4830 | m | |
| 71 | 10.7 | Removal of Unsuitable Soil with Disposal upto 1000 m | |||
| 72 | 10.8 | Removal 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 | 4709.25 | cum | |
| 73 | 10.9 | Construction of Embankment with Material Obtained from Borrow Pits | |||
| 74 | 11 | 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 | 11382.2 | cum | |
| 75 | 11.1 | Construction of Subgrade and Earthen Shoulders\nConstruction 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. | |||
| 76 | 11.2 | For shoulders | 1593.9 | cum | |
| 77 | 11.3 | KILOMETER STONE | |||
| 78 | 11.4 | 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 | |||
| 79 | 11.5 | Ordinary Kilometer Stone (Recast) | 5 | Each | |
| 80 | 11.6 | 200 m stone (precast) | 19 | Each | |
| 81 | 11.7 | Direction and Place Identification signs upto 0.9 sqm size board | |||
| 82 | 11.8 | A. Retro-reflectorised Traffic Signs\nProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with 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 | 3 | Sqm | |
| 83 | 11.9 | Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube)\nProviding and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 | 1 | Each | |
| 84 | 12 | Providing and Fixing 'Logo' of PMGSY Project\nProviding 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 | 1 | Each | |
| 85 | 12.1 | Providing and Fixing PMGSY Logo Board at starting point ( Steel Tube) | |||
| 86 | 12.2 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing.One plate of 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. plate will be welded to 75mmx75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior. | 3 | Each | |
| 87 | 12.3 | Retro- reflectorised Traffic Signs | |||
| 88 | 12.4 | 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 | |||
| 89 | 12.5 | a) 600 mm equilateral triangle | 3 | Each | |
| 90 | 12.6 | b) 600 mm dia circle | 3 | Each | |
| 91 | 12.7 | GRANULAR SUB- BASE, BASES (NON-BITUMINOUS)& SHOULDERS | |||
| 92 | 12.8 | Granular sub-base with Well Graded Material (Table 400.1) | |||
| 93 | 12.9 | A) By Mix in place method | |||
| 94 | 13 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||
| 95 | 13.1 | ii) For Granular II Material | 3139.5 | Cum | |
| 96 | 13.2 | WBM GRADING 3 | |||
| 97 | 13.3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual Means | 1086.75 | Cum | |
| 98 | 13.4 | Prime Coat : Low porosity | |||
| 99 | 13.5 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0Kg/sqm using mechanical means as per Technical Specification Clause 502. | 14490 | sqm | |
| 100 | 13.6 | Tack Coat | |||
| 101 | 13.7 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 14490 | sqm | |
| 102 | 13.8 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. | 14490 | sqm | |
| 103 | 13.9 | Seal Coat with Bitumen Emulsion Seal Coat Type (MS grade) | |||
| 104 | 14 | Providing and laying seal coat with Bitumen Emulsion for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 | |||
| 105 | 14.1 | Case - II : Type B(By manual means) | 14490 | sqm | |
| 106 | 14.2 | Providing and Fixing Maintenance Information Board of PMGSY Project\nProviding and fixing of Maintenance Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 | 1 | each | |
| 107 | 14.3 | Construction of 1.50 m span RCC Slab Culvert H- 3.61 m ht (6no.) | |||
| 108 | 14.4 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth | 483.84 | cum | |
| 109 | 14.5 | Providing concrete for plain/reinforced concrete in open foundations 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 | 34.56 | cum | |
| 110 | 14.6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) P.C.C grade M 15 i)Nominal mix (1:2.5:5) | 312.96 | cum | |
| 111 | 14.7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ii)R.C.C M 25 | 32.04 | cum | |
| 112 | 14.8 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 2.8914 | mt | |
| 113 | 14.9 | 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 | 60 | Nos. | |
| 114 | 15 | 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 | 86.4 | cum | |
| 115 | 15.1 | Construction of 10.00 m span RCC Slab Culvert 6.95 m ht. m(1no.) | |||
| 116 | 15.2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I) Ordinary soil i) Upto 3 m depth | 576.19 | cum | |
| 117 | 15.3 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i)Granular material | 192.06 | cum | |
| 118 | 15.4 | Providing concrete for plain/reinforced concrete in open foundations 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 | 31.48 | cum | |
| 119 | 15.5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) P.C.C grade M 15 i)Nominal mix (1:2.5:5) | 330.88 | cum | |
| 120 | 15.6 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ii)R.C.C M 25 | 65.14 | cum | |
| 121 | 15.7 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 3.73556 | mt | |
| 122 | 15.8 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 4 | Nos. | |
| 123 | 15.9 | 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 | 68 | Nos. | |
| 124 | 16 | 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 | 66 | Rm | |
| 125 | 16.1 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 4.2 | cum | |
| 126 | 16.2 | Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6 | 8 | Each | |
| 127 | 16.3 | Maintenance component for 5(five) years after construction | |||
| 128 | 16.4 | 1st year Rs. 274010.19 | |||
| 129 | 16.5 | 2nd year Rs. 411015.29 | |||
| 130 | 16.6 | 3rd year Rs. 548020.38 | |||
| 131 | 16.7 | 4th year Rs. 685025.48 | |||
| 132 | 16.8 | 5th year Rs. 822030.57 |
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