Tender For Construction And Maintenance Of Roads And Lsbs
Tender Value
26.82 Crore
Estimated cost
Bid Submission
10 Feb 2023
0 days left
EMD
53.65 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
saraikela → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Maintenance Of Roads And Lsbs
BOQ
| Sl. No. | Item Description |
| 1 | Details |
| 2 | (i) T05 Rugri to Padadih via Lengdih KasidihSetting out pillars |
| 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 4 | Cleaning and Grubing of Road land including uprooting vegetation grass, bush, shrubs, sapling and trees with girth upto 300mm removak of stumps, disposal of unserviceable materials and stacking of serviceable materials upto 100m from road boundary as per MOST Specification Clause No. 201 in (a) Area of Light Jungle |
| 5 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 |
| 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 301.5 |
| 7 | Free Lead |
| 8 | Lead upto 1000M |
| 9 | Construction of subgrade & 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 free lead as per Technical Specification Clause 303.1 |
| 10 | Lead upto 1000M |
| 11 | Construction of granular sub-base by providing well graded material, (Grading II ) LD Slag spreading in uniform layers with motor grader / Tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.LD Slag |
| 13 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502 |
| 14 | Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502 |
| 15 | Providing and laying bituminous macadamUsing Waste Plasticwith 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. |
| 16 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 17 | Construction of panel concrete, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days, as per drawing and Technical Specification clause 1501Each Panel (0.50x0.50) thicknes 100mm |
| 18 | Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY |
| 19 | Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 17035th KM Stone (Precast) - |
| 20 | Ordinary KM Stone (precast) - |
| 21 | 200M stone (Precast) - |
| 22 | F.I. Post - |
| 23 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 24 | Providing and fixing of typical PMGSY Citizen Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 25 | 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 perdrawings and Technical Specification Clause 801 |
| 26 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.- SOR 10.3.A(i) |
| 27 | Retaining Wall -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 28 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 29 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 30 | Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/S |
| 31 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 32 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 33 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 34 | HP Culvert (1000mm Ø) -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 35 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 36 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 37 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 38 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 39 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 40 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 41 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 42 | RCC Culvert (1 x 1.5m x 1.0m) -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.S.O.R. Item No. 3.13 I A |
| 43 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 44 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 45 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 46 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 47 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 48 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 49 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) |
| 50 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 51 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 52 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 |
| 53 | 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 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 55 | Bridge/Culvert Repair -Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 56 | RCC Culvert (2 x 5.0m x 2.5m) -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 57 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 58 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 59 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonry in C.M. (1:4) |
| 60 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203Random Rubble Stone Masonry in C.M. (1:4) |
| 61 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 62 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 63 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) |
| 64 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 65 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 66 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 |
| 67 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 68 | Five Year Routine Maintenance -1st Year |
| 69 | 2nd Year |
| 70 | 3rd Year |
| 71 | 4th Year |
| 72 | 5th Year |
| 73 | (i) T05 Tikar to Tiruldih Chipri (L-6.200 Km.)Setting out pillars |
| 74 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 75 | Cleaning and Grubing of Road land including uprooting vegetation grass, bush, shrubs, sapling and trees with girth upto 300mm removak of stumps, disposal of unserviceable materials and stacking of serviceable materials upto 100m from road boundary as per MOST Specification Clause No. 201 in (a) Area of Light Jungle |
| 76 | 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 301.5 |
| 77 | Free Lead |
| 78 | Lead upto 1000M |
| 79 | Construction of subgrade & 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 free lead as per Technical Specification Clause 303.1 |
| 80 | Lead upto 1000M |
| 81 | Construction of granular sub-base by providing well graded material, (Grading II ) LD Slag spreading in uniform layers with motor grader / Tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 82 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.LD Slag |
| 83 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502 |
| 84 | Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502 |
| 85 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading 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 rolledto achieve the desired compaction as per Technical Specification Clause 504 |
| 86 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 87 | Construction of panel concrete, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days, as per drawing and Technical Specification clause 1501Each Panel (0.50x0.50) thicknes 100mm |
| 88 | Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY |
| 89 | Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 17035th KM Stone (Precast) - |
| 90 | Ordinary KM Stone (precast) - |
| 91 | 200M stone (Precast) - |
| 92 | F.I. Post - |
| 93 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 94 | Providing and fixing of typical PMGSY Citizen Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 95 | 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 perdrawings and Technical Specification Clause 801 |
| 96 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.- SOR 10.3.A(i) |
| 97 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 98 | Retaining Wall -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 99 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 100 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 101 | Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/S |
| 102 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 103 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 104 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 105 | HP Culvert (1000mm Ø) -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 106 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 107 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 108 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 109 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 110 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 111 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 112 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 113 | Bridge/Culvert Repair -Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 114 | RCC Culvert (1 x 3.0m x 2.0m) -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.S.O.R. Item No. 3.13 I A |
| 115 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 116 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 117 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 118 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 119 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 120 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 121 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) |
| 122 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 123 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 124 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 |
| 125 | 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 |
| 126 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 127 | Five Year Routine Maintenance -1st Year |
| 128 | 2nd Year |
| 129 | 3rd Year |
| 130 | 4th Year |
| 131 | 5th Year |
| 132 | (iii) T05 Chotta Chunchuria to Ichagarh via Atargram ChimtiaSetting out pillars |
| 133 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 134 | Cleaning and Grubing of Road land including uprooting vegetation grass, bush, shrubs, sapling and trees with girth upto 300mm removak of stumps, disposal of unserviceable materials and stacking of serviceable materials upto 100m from road boundary as per MOST Specification Clause No. 201 in (a) Area of Light Jungle |
| 135 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 |
| 136 | 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 301.5 |
| 137 | Free Lead |
| 138 | Lead upto 1000M |
| 139 | Construction of subgrade & 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 free lead as per Technical Specification Clause 303.1 |
| 140 | Lead upto 1000M |
| 141 | Construction of granular sub-base by providing well graded material, (Grading II ) LD Slag spreading in uniform layers with motor grader / Tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 142 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.LD Slag |
| 143 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502 |
| 144 | Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502 |
| 145 | Providing and laying bituminous macadamUsing Waste Plasticwith 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. |
| 146 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 147 | Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 17035th KM Stone (Precast) - |
| 148 | Ordinary KM Stone (precast) - |
| 149 | 200M stone (Precast) - |
| 150 | F.I. Post - |
| 151 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 152 | Providing and fixing of typical PMGSY Citizen Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 153 | 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 perdrawings and Technical Specification Clause 801 |
| 154 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.- SOR 10.3.A(i) |
| 155 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 156 | Retaining Wall -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 157 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 158 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 159 | Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/S |
| 160 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 161 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 162 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 163 | HP Culvert (1000mm Ø) -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 164 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 165 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 166 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 167 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 168 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 169 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 170 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 171 | RCC Culvert (1 x 1.5m x 1.0m) -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.S.O.R. Item No. 3.13 I A |
| 172 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 173 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 174 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 175 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 176 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 177 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 178 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) |
| 179 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 180 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 181 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 |
| 182 | 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 |
| 183 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 184 | Bridge/Culvert Repair -Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 185 | RCC Culvert (1 x 5.0m x 2.0m) -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.S.O.R. Item No. 3.13 I A |
| 186 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 187 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 188 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 189 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 190 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 191 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 192 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) |
| 193 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 194 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 195 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 |
| 196 | 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 |
| 197 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 198 | Five Year Routine Maintenance -1st Year |
| 199 | 2nd Year |
| 200 | 3rd Year |
| 201 | 4th Year |
| 202 | 5th Year |
| 203 | (iv) Tikar to Pathkum via SalbaniSetting out pillars |
| 204 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 205 | Cleaning and Grubing of Road land including uprooting vegetation grass, bush, shrubs, sapling and trees with girth upto 300mm removak of stumps, disposal of unserviceable materials and stacking of serviceable materials upto 100m from road boundary as per MOST Specification Clause No. 201 in (a) Area of Light Jungle |
| 206 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 |
| 207 | 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 301.5 |
| 208 | Free Lead |
| 209 | Lead upto 1000M |
| 210 | Construction of subgrade & 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 free lead as per Technical Specification Clause 303.1 |
| 211 | Lead upto 1000M |
| 212 | Construction of granular sub-base by providing well graded material, (Grading II ) LD Slag spreading in uniform layers with motor grader / Tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 213 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.LD Slag |
| 214 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502 |
| 215 | Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502 |
| 216 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading 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 rolledto achieve the desired compaction as per Technical Specification Clause 504 |
| 217 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. |
| 218 | Construction of panel concrete, plain cement concrete pavement, thickness as per design, over a prepared sub-base with 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade) coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side formwork (steel channels, laying anf fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing) spreadiing the concrete with shovel, rakes, compacting by needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints applying debonding strips, primer, admixures as approved, curing concrete slabs for 14 days, as per drawing and Technical Specification clause 1501Each Panel (0.50x0.50) thicknes 100mm |
| 219 | Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY |
| 220 | Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 |
| 221 | Ordinary KM Stone (precast) - |
| 222 | 200M stone (Precast) - |
| 223 | F.I. Post - |
| 224 | Providing and fixing of typical PMGSY Informatory Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 225 | Providing and fixing of typical PMGSY Citizen Singboard with logo as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mm x 5mm size on back of edges. The lower platw will be welded with MS Iron angle iron frameof 25x 25x 5mm as per technicaal specification clause 1701and Annexure 1700.1 |
| 226 | 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 perdrawings and Technical Specification Clause 801 |
| 227 | Providing Direction, Village and School Signboard as per IRC:67 made of f encapsulated lens type reflective sheeting vide Clause 1701.2.3 Fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on mils steel single iron post 75x75x6mm firmly fixed to the ground level as per approved drawing and Technical Specification Clause 1701.- SOR 10.3.A(i) |
| 228 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 229 | Drain -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 230 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 231 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 232 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 233 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 234 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 235 | Retaining Wall -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 236 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 237 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 238 | Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/S |
| 239 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I. |
| 240 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 241 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 242 | HP Culvert (1000mm Ø) -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. |
| 243 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 244 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundation |
| 245 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 246 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204 |
| 247 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 248 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 249 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15) |
| 250 | RCC Culvert (1 x 1.5m x 1.0m) -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.S.O.R. Item No. 3.13 I A |
| 251 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 252 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 253 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 254 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry in CM (1:4) |
| 255 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-15) |
| 256 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-20) |
| 257 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications(P.C.C. Grade M-25 in Deck Slab) |
| 258 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 259 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 260 | Plastering with cement mortar (1:3), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204 |
| 261 | 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 |
| 262 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 |
| 263 | Bridge/Culvert Repair -Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 264 | Five Year Routine Maintenance -1st Year |
| 265 | 2nd Year |
| 266 | 3rd Year |
| 267 | 4th Year |
| 268 | 5th Year |
| 269 | (v) High Level Bridge Over Local Nala in T05 Rugri to Padadih via Lengadih Kasidih RoadH.L. R.C.C Bridge -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 suitablematerial.Upto 3m depth - S.O.R. Item No. 11.1 I. (i) |
| 270 | 3m to 6m depth - S.O.R. Item No. 11.1 I. (ii) |
| 271 | Ordinary rock - S.O.R. Item No. 11.1 I. II |
| 272 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 12.10 (ii) |
| 273 | 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)S.O.R. Item No. 11.4 (II) (i) |
| 274 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.S.O.R. Item No. 11.3 |
| 275 | 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 1211S.O.R. Item No. 13.11 (i) |
| 276 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(R.C.C. Grade M-25)S.O.R. Item No. 11.4 (V) |
| 277 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(R.C.C. Grade M-25) in Abutment & PierS.O.R. Item No. 12.5 (IV) |
| 278 | 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, 1204.3.7S.O.R. Item No. 12.9 |
| 279 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(R.C.C. Grade M-30)S.O.R. Item No. 13.1 (III) |
| 280 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211(R.C.C. Grade M-30)S.O.R. Item No. 13.12 |
| 281 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specificationsS.O.R. Item No. 13.16 (II) |
| 282 | 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 1207.1S.O.R. Item No. 12.12 |
| 283 | Drainage spouts complete as per drawing and technical specifications Clause 1209S.O.R. Item No. 13.10 |
| 284 | 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 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3S.O.R. Item No. 13.6 |
| 285 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3S.O.R. Item No. 13.5 |
| 286 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202Foundation S.O.R. Item No. 11.7 |
| 287 | Sub-structure S.O.R. Item No. 12.7 |
| 288 | Superstructure S.O.R. Item No. 13.2 |
| 289 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8S.O.R. Item No. 12.11 |
| 290 | Providing and laying Pitching on slopes laid over prepared filter mediaas per drawing and technical specifications Clauses 1302S.O.R. Item No. 14.5 (i) |
| 291 | Carrying out confirmatory boring for soil/rock investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification. |
| 292 | Bailing out of water using Diesal Pump 10 (H. P.) including 10% C.P.(HP/Hr. for Each Foundation) (Dewatering)Item no. M-029 W.R.D. |
| 293 | Approach Road -Construction 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 as per Technical Specification Clause 303.1.S.O.R. Item No. 3.14 (A) |
| 294 | Construction 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 1000M Lead as per Technical Specification Clause 303.1S.O.R. Item No. 3.14 |
| 295 | 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 301.5S.O.R. Item No. 3.3 |
| 296 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401With Grading-II MaterialS.O.R. Item No. 4.1 A (ii) |
| 297 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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 406S.O.R. Item No. 4.9 |
| 298 | Prime coat (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 0.60 kg/sqm using mechanical means.)S.O.R. Item No. 5.1 |
| 299 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.S.O.R. Item No. 5.2 |
| 300 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates ofgrading 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 rolledto achieve the desired compaction as per Technical Specification Clause 504S.O.R. Item No. 5.3 |
| 301 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.S.O.R. Item No. AppendixA.7.4. |
| 302 | Providing and fixing of Informatory Signboard with \"Logo\" as per 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. 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 1700.1S.O.R. Item No. 10.16 |
| 303 | Retaining Wall -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.S.O.R. Item No. 11.1.I (i) |
| 304 | 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)S.O.R. Item No. 11.4 (II) (i) |
| 305 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundationS.O.R. Item No. 11.6 (iii) (ii) |
| 306 | Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/SS.O.R. Item No. 12.4 (iii) (ii) |
| 307 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)S.O.R. Item No. 12.5 (II) (i) |
| 308 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.S.O.R. Item No. 12.9 |
| 309 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204S.O.R. Item No. 12.2 |
| 310 | Five Year Routine Maintenance -1st Year |
| 311 | 2nd Year |
| 312 | 3rd Year |
| 313 | 4th Year |
| 314 | 5th Year |
| 315 | (vi) High Level Bridge Over Local Nala in T05 Chotta Chunchuria to Ichagarh via Atargram Chimtia RoadH.L. R.C.C Bridge -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 suitablematerial.Upto 3m depth - S.O.R. Item No. 11.1 I. (i) |
| 316 | 3m to 6m depth - S.O.R. Item No. 11.1 I. (ii) |
| 317 | Ordinary rock - S.O.R. Item No. 11.1 I. II |
| 318 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8S.O.R. Item No. 12.10 (ii) |
| 319 | 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)S.O.R. Item No. 11.4 (II) (i) |
| 320 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.S.O.R. Item No. 11.3 |
| 321 | 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 1211S.O.R. Item No. 13.11 (i) |
| 322 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(R.C.C. Grade M-25)S.O.R. Item No. 11.4 (V) |
| 323 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(R.C.C. Grade M-25) in Abutment & PierS.O.R. Item No. 12.5 (IV) |
| 324 | 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, 1204.3.7S.O.R. Item No. 12.9 |
| 325 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(R.C.C. Grade M-30)S.O.R. Item No. 13.1 (III) |
| 326 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211(R.C.C. Grade M-30)S.O.R. Item No. 13.12 |
| 327 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specificationsS.O.R. Item No. 13.16 (II) |
| 328 | 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 1207.1S.O.R. Item No. 12.12 |
| 329 | Drainage spouts complete as per drawing and technical specifications Clause 1209S.O.R. Item No. 13.10 |
| 330 | 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 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3S.O.R. Item No. 13.6 |
| 331 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3S.O.R. Item No. 13.5 |
| 332 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202Foundation S.O.R. Item No. 11.7 |
| 333 | Sub-structure S.O.R. Item No. 12.7 |
| 334 | Superstructure S.O.R. Item No. 13.2 |
| 335 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8S.O.R. Item No. 12.11 |
| 336 | Providing and laying Pitching on slopes laid over prepared filter mediaas per drawing and technical specifications Clauses 1302S.O.R. Item No. 14.5 (i) |
| 337 | Carrying out confirmatory boring for soil/rock investigation/geotechnical investigation for each foundation as per clause 2400 of MOST Specification. |
| 338 | Bailing out of water using Diesal Pump 10 (H. P.) including 10% C.P.(HP/Hr. for Each Foundation) (Dewatering)Item no. M-029 W.R.D. |
| 339 | Approach Road -Construction 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 as per Technical Specification Clause 303.1.S.O.R. Item No. 3.14 (A) |
| 340 | Construction 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 1000M Lead as per Technical Specification Clause 303.1S.O.R. Item No. 3.14 |
| 341 | 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 301.5S.O.R. Item No. 3.3 |
| 342 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader /tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.S.O.R. Item No. 4.1 (ii) |
| 343 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, as per drawingand Technical Specification Clause 1501S.O.R. Item No. 6.4 |
| 344 | Providing and fixing of Informatory Signboard with \"Logo\" as per 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. 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 1700.1S.O.R. Item No. 10.16 |
| 345 | Retaining Wall -E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.S.O.R. Item No. 11.1.I (i) |
| 346 | 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)S.O.R. Item No. 11.4 (II) (i) |
| 347 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in foundationS.O.R. Item No. 11.6 (iii) (ii) |
| 348 | Stone masonry work in cement mortar in S/S complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonary in C.M. (1:4) in S/SS.O.R. Item No. 12.4 (iii) (ii) |
| 349 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.(P.C.C. Grade M-15)S.O.R. Item No. 12.5 (II) (i) |
| 350 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.S.O.R. Item No. 12.9 |
| 351 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204S.O.R. Item No. 12.2 |
| 352 | Five Year Routine Maintenance -1st Year |
| 353 | 2nd Year |
| 354 | 3rd Year |
| 355 | 4th Year |
| 356 | 5th Year |
| 357 | GST @ 18% |
| 358 | Labour Cess @ 1% |
AI Tender Summary
Tender Timeline
Jan 30, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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