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| Sl. No. | Item Description |
| 1 | 1. MRL-02-Radhanagar Motor stand to Sunai Main Road near Kunta School to Kainta Kobra Para via Sadiram para school, (length-7.783 km), Package No-TR-01-16P3 under Mandai Block. |
| 2 | Clearing and grubbing road land |
| 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.By Mechanical Means (a) In Non-thorny jungle |
| 4 | Dismantling Of Structures |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means |
| 6 | i)Plain Cement concrete andCement concrete blocks |
| 7 | ii) Reinforced Cement concrete including cutting steel bars and seperating and removing etc |
| 8 | Setting Out |
| 9 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 10 | Removing all types of Hume pipes |
| 11 | Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 12 | ii) 600mm - 900mm dia Hume pipe |
| 13 | iii) Above 900mm dia Hume pipe |
| 14 | (ii) Excavation in Soil with Dozer with lead upto 100 m. |
| 15 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 |
| 16 | (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 17 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 18 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means |
| 19 | Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 20 | 404.3.1 Making 50 mm x 50 mm Furrows |
| 21 | Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1ii) 50 mm deep furrow cutting |
| 22 | Construction of Embankment with Materials Obtained from Roadway Cutting |
| 23 | 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 |
| 24 | A. For spreading beyond 100 m |
| 25 | B. For spreading within 100 m |
| 26 | Construction of Embankment / Shoulder with Materials obtained from Borrow pits. |
| 27 | Construction of embankment with approved material obtained from borrow pits with all lifts, 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 |
| 28 | Construction of Subgrade and Earthen Shoulders |
| 29 | 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. |
| 30 | Dismantling of Brick Soling |
| 31 | Dismantling of brick soling, stacking servicable materials and unservicable materials seperately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. |
| 32 | By Manual Means |
| 33 | Considering 40% deduction |
| 34 | Labour charge for Breaking of Jhama bats/jhama bricks/1st class bricks |
| 35 | Breaking of jhama bats/jhama bricks/1st class bricks (including bigger lumps) into metal/chips/aggregates and stacking servicable materials and unserviceable materials separately as per direction of the Engineer-in-Charge with all lifts and upto a lead of 100 mRequired sizes for GSB (53mm to 0.075mm) as per MoRD Technical Specification Clause 401. |
| 36 | For GSB |
| 37 | Compacting original ground supporting subgrade /sub-base |
| 38 | Loosening of the ground upto a level of 300 mm below the subgrade / sub-base level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade constuction as per Technical Specification Clause 303.5.2 |
| 39 | Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate |
| 40 | Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 41 | Total Quantity |
| 42 | 2) WBM Grading 2 |
| 43 | 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 kNin stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. BY Manual Means |
| 44 | Wet Mix Macadam |
| 45 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 46 | Total Quantity |
| 47 | Wet Mix Macadam |
| 48 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 49 | Prime coat |
| 50 | (i) Low PorosityProviding 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 |
| 51 | Total Quantity |
| 52 | Tack coat |
| 53 | (ii) 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 |
| 54 | Total Quantity |
| 55 | Mix Seal Surfacing 20 mm with bitumen emulsion |
| 56 | Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregatesusingbitumen 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 , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical MeansType-B Bitumen VG-30 |
| 57 | Total Quantity |
| 58 | \"Road side Pucca Drains in ordinary soil |
| 59 | Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate)to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. |
| 60 | Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm |
| 61 | In Ordinary Soil |
| 62 | Hume pipes |
| 63 | Earthworkin excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. - Ordinary Soil. |
| 64 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.-P.C.C grade M 10 Nominal mix 1:3:6 |
| 65 | Laying (Type A) concrete cradle bedding with Laying concrete cradle bedding with M15 Grade Cement Concrete( with jhama brick aggregate) as per Clause 1105(i) |
| 66 | Cement Concrete M10 ( 1:3:6 nominal mix with jhama brick aggregate ) in Head Walls with skin reinforcement ( 8 mm dia @ 200 mm c/c on exposed surface as per drawings & Technical Specification 1109 |
| 67 | Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.- PCC grade M20 (1:2:4 Nominal mix)i) upto 5m height |
| 68 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204. |
| 69 | Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry worksin head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD. |
| 70 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete ( using jhama brick aggregate ) as per drawing and technical specification Clause 1301 ( rate includes preparation of bed, nominal surface re-inforcementand filling of granular material in recesses between blocks.) |
| 71 | II) Maintainence of culverts slab type (EXISTING) |
| 72 | Maintenance of Slab Type Culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as perdrawing and technical specification 1908 |
| 73 | I) Maintainence of hume pipe type (EXISTING) |
| 74 | Maintenance of Hume pipe Culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908. |
| 75 | Providing and fixing \"Logo\" of PMGSY Project |
| 76 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mmof 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 |
| 77 | Providing and Fixing \"Citizens\" Information Board\" of PMGSY / Bharat Nirman Project |
| 78 | Providing and fixing of typical Citizens\" Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 |
| 79 | Board \"A\" |
| 80 | Logo board/Logo Board at starting point |
| 81 | Providing and fixing of typical PMGSY \"Logo board/Logo Board at starting point\" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 82 | Providing and fixing Maintenance board |
| 83 | Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board \"A\". |
| 84 | Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) : |
| 85 | Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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. |
| 86 | i) 5th Kilometre Stone (precast) |
| 87 | ii) Ordinary Kilometre Stone (Precast) |
| 88 | iii) Construction of 200 Metre Stone (Precast) |
| 89 | Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement) |
| 90 | Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. |
| 91 | Guard Post |
| 92 | Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6 |
| 93 | Traffic Signs ( using jhama brick aggregate in CC/ PCC ) |
| 94 | Retero Reflective Traffic Signs:Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove, white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2. |
| 95 | ii) with 600 mm equilateral triangle MS sheeting |
| 96 | iii) with 600 mm circular MS sheeting |
| 97 | vi) with 600 mm x 600 mm square MS sheeting |
| 98 | Direction and place identification signs with size more than0.9 sqm sign board ( using jhama brick aggregate in CC /PCC) |
| 99 | Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads. |
| 100 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work |
| 101 | Painting lines, dashes, arrows, etc. on roads in two coats on 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 |
| 102 | Road Markers/Road Stud with Lens Reflector:Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973. |
| 103 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads onBituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour usinghot thermoplasticmaterial includingreflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 104 | Retaining Wall |
| 105 | Excavation for Structures |
| 106 | A. Without dewatering. |
| 107 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 108 | Ordinary Soil |
| 109 | Upto 3 m depth |
| 110 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. |
| 111 | P.C.C grade M 15 ( using jhama brick aggregate ) |
| 112 | i) Nominal mix (1:2.5:5) |
| 113 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. |
| 114 | Brick masonary in 1:4 cement mortar |
| 115 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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. |
| 116 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204. |
| 117 | Maintenance |
| 118 | Total for 1st year maintenance (including 18% GST) |
| 119 | Total for 2nd year maintenance (including 18% GST) |
| 120 | Total for 3rd year maintenance (including 18% GST) |
| 121 | Total for 4th year maintenance (including 18% GST) |
| 122 | Total for 5th year maintenance (including 18% GST) |
| 123 | 2. MRL-02-Kalagachia Bazar to Simna Diversion road via BrajaBinodinipur, (Package No-TR-01-06P3) under Mohanpur Block (length-5.651 km). |
| 124 | Clearing and grubbing road land |
| 125 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201. |
| 126 | Dismantling Of Structures |
| 127 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means |
| 128 | i)Plain Cement concrete andCement concrete blocks |
| 129 | ii) Reinforced Cement concrete including cutting steel bars and seperating and removing etc |
| 130 | Removing all types of Hume pipes |
| 131 | Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 132 | i) Upto 600 mm dia Hume pipe |
| 133 | Setting Out |
| 134 | Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor |
| 135 | (ii) Excavation in Soil with Dozer with lead upto 100 m. |
| 136 | Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 |
| 137 | (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m |
| 138 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 139 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means |
| 140 | Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 141 | 404.3.1 Making 50 mm x 50 mm Furrows |
| 142 | Making 50 mm x 50 mm Furrows Making 50 mm x 50 mm furrows, 25mm/50 mm deep,450 to the center line of the road and at one meter interval in the existing thin bituminous wearing course including sweeping and disposal of excavated material within 1000 meters lead as per MoRT&H Technical specification clause 404.3.1ii) 50 mm deep furrow cutting |
| 143 | Construction of Embankment / Shoulder with Materials obtained from Borrow pits. |
| 144 | Construction of embankment with approved material obtained from borrow pits with all lifts, 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 |
| 145 | Construction of Subgrade and Earthen Shoulders |
| 146 | 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. |
| 147 | Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate |
| 148 | Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 149 | Total Quantity |
| 150 | Wet Mix Macadam |
| 151 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 152 | Wet Mix Macadam |
| 153 | Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static rollerto proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. |
| 154 | Prime coat |
| 155 | (i) Low Porosity 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 |
| 156 | Total Quantity |
| 157 | Tack coat |
| 158 | (ii) 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 |
| 159 | Total Quantity |
| 160 | Mix Seal Surfacing |
| 161 | Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregatesusingbitumen 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 , finishing to required level and grades as per Technical Specification Clause 509. By Mechanical MeansType-B Bitumen VG-30 |
| 162 | Total Quantity |
| 163 | \"Road side Pucca Drains in ordinary soil |
| 164 | Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate)to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. |
| 165 | Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm |
| 166 | In Ordinary Soil |
| 167 | Hume pipes |
| 168 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. - Upto 3 m depth in Ordinary Soil. |
| 169 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.P.C.C. grade M 10 Nominal mix 1:3:6 |
| 170 | Laying (Type A) concrete cradle bedding with Laying concrete cradle bedding with M15 Grade Cement Concrete( with jhama brick aggregate) as per Clause 1105(i) |
| 171 | Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.- PCC grade M20 (1:2:4 Nominal mix)i) upto 5m height |
| 172 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204. |
| 173 | Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry worksin head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD. |
| 174 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete ( using jhama brick aggregate ) as per drawing and technical specification Clause 1301 ( rate includes preparation of bed, nominal surface re-inforcementand filling of granular material in recesses between blocks.) |
| 175 | SLAB CULV/ERT |
| 176 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. - Upto 3 m depth in Ordinary Soil. |
| 177 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.P.C.C. grade M 10 Nominal mix 1:3:6 |
| 178 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. |
| 179 | PCC Grade M-15 Nominal 1:2.5:5 |
| 180 | Plain cement concrete( using jhama brick aggregate ) in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.PCC grade M20 (1:2:4 Nominal mix)i) upto 5m height |
| 181 | Providing & laying reinforced cement concrete (using fine sand) in superstructure as per drawings & technical specifications Clauses 800, 900, 1205.4 & 1205.5 |
| 182 | RCC Grade M-25Mix-For height upto 5 m |
| 183 | Supplying, fitting, & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications Clauses 1002, 1010 & 1202 |
| 184 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2pressure ) 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 |
| 185 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204. |
| 186 | II) Maintainence of culverts slab type (EXISTING) |
| 187 | Maintenance of Slab Type Culverts by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as perdrawing and technical specification 1908 |
| 188 | Providing and fixing \"Logo\" of PMGSY Project |
| 189 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mmof 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 |
| 190 | Providing and Fixing \"Citizens\" Information Board\" of PMGSY / Bharat Nirman Project |
| 191 | Providing and fixing of typical Citizens\" Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm 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 and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1 |
| 192 | Board \"A\" |
| 193 | Logo board/Logo Board at starting point |
| 194 | Providing and fixing of typical PMGSY \"Logo board/Logo Board at starting point\" as per drawing and specifications of NRRDA having 1.6 mm thick 2 nos. 600 x 600 mm MS Sheet and 1.6 mm thick 2 nos. 1100 x 300 mm MS plate facing both sides of the alignment duly welded all Board with vertical square Post and 2 nos horizontal MS flats on back, embedding leg of MS square post of75mm x 75mm of 12 SWG sheet in M-15 grade cement concrete 600 mm square size and 750mm below the ground level and keeping 50mm height above the ground level, two coats of Epoxy painting on MS square flats and back side of the MS sheets over a coat of primer and two coats of ready mixed approved brand synthetic oil bound paint over a coat of Epoxy coated priming of rearside of the MS plates with Bands and letterings of different shades and sizes as directed and specified in the approved design with oil bound ready mixed synthetic paint complete in all respect. The rate of each Board is inclusive of M.S square, M.S flats, M.S plates, all labour, fabricating and welding charges, cost of paintings and primer, cost of carriage & fixing and all other incidental charges in this regard complete in all respect maintaining line and level as directed by the Engineer-in-Charge including cost of protection, barricading and lighting etc. |
| 195 | Providing and fixing Maintenance board |
| 196 | Providing and fixing of typical maintenance board with Logo as per MORD specifications and drawing with CC structure made with M-15 of Size 1150 mm in length, 300 mm in thickness and 2450 mm in height all above G.L. with foundation with M-15 concrete of size 1150 mm x 600 mm x 750 mm , 750 mm below ground level with skin reinforcemet with 8 mm dia TMT bars @ 200 cm C/C from bottom of the structure. 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 structure will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1- Board \"A\". |
| 197 | Kilometre Stone ( with RCC M15 grade using jhama brick aggregate ) : |
| 198 | Reinforced cement concrete M15 grade ( using jhama brick aggregate ) 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. |
| 199 | i) 5th Kilometre Stone (precast) |
| 200 | ii) Ordinary Kilometre Stone (Precast) |
| 201 | iii) Construction of 200 Metre Stone (Precast) |
| 202 | Boundary Pillar (with PCC M15 grade using jhama brick aggregate and reinforcement) |
| 203 | Plain cement concrete M15 grade ( using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. |
| 204 | Guard Post |
| 205 | Construction of RCC guide posts of 250 mm dia and total 600 mm long,(300 mm below GL ) M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1401.6 |
| 206 | Traffic Signs ( using jhama brick aggregate in CC/ PCC ) |
| 207 | Retero Reflective Traffic Signs:Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove, white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Clause 1701.2.2. |
| 208 | ii) with 600 mm equilateral triangle MS sheeting |
| 209 | iii) with 600 mm circular MS sheeting |
| 210 | vi) with 600 mm x 600 mm square MS sheeting |
| 211 | Direction and place identification signs with size more than0.9 sqm sign board ( using jhama brick aggregate in CC /PCC) |
| 212 | Retero-Reflective Traffic signs : Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and require message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and annexure 1700.1 of Specification for Rural Roads. |
| 213 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work |
| 214 | Painting lines, dashes, arrows, etc. on roads in two coats on 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 |
| 215 | Road Markers/Road Stud with Lens Reflector:Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973. |
| 216 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads onBituminous Surface: Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour usinghot thermoplasticmaterial includingreflectorising glass beads @ 250 gms per sqm area by fully/semi atomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign materials, etc., thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 217 | Excavation for Structures |
| 218 | A. Without dewatering. |
| 219 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. |
| 220 | Ordinary Soil |
| 221 | Upto 3 m depth |
| 222 | Compacting Original Ground |
| 223 | (i) Compacting original ground supporting embankment |
| 224 | 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. |
| 225 | Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203. |
| 226 | P.C.C grade M 15 ( using jhama brick aggregate ) |
| 227 | i) Nominal mix (1:2.5:5) |
| 228 | Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) 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. |
| 229 | Brick masorny work in cement mortar in foundation completed excluding pointing & plastering as per drawing & technical specifications Clauses 600, 1202 & 1203. |
| 230 | Brick masonary in 1:4 cement mortar |
| 231 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.20 Kg of cement per sqm in substructure as per technical specification Clauses 613.4 & 1204. |
| 232 | Maintenance |
| 233 | Total for 1st year maintenance (including 18% GST) |
| 234 | Total for 2nd year maintenance (including 18% GST) |
| 235 | Total for 3rd year maintenance (including 18% GST) |
| 236 | Total for 4th year maintenance (including 18% GST) |
| 237 | Total for 5th year maintenance (including 18% GST) |
| 238 | ● The upgradtion cost is inclusive of GST @ 18% and ● Maintenance amount is pre-specified by the authority as mentioned above. |
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