| 1 | 1 | NH-21 TO LALPUR VIA RONT HADIYA | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | PART - A : ROAD WORK\nClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Specification Clause 201. By Manual Means | BI01010001010000000000000515BI0100001114 | 2.6 | P.Hect. |
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| 3 | 1.02 | Excavation for roadway in soil by mechanical means 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. | BI01010001010000000000000515BI0100001115 | 118.95 | P.Cum |
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| 4 | 1.03 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5 | BI01010001010000000000000515BI0100001116 | 4304.79 | P.Cum |
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| 5 | 1.04 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5\nNote :- Deduct if excavated earth is used and pushed for filling in embankment. | BI01010001010000000000000515BI0100001117 | 118.95 | P.Cum |
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| 6 | 1.05 | Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. | BI01010001010000000000000515BI0100001118 | 5.2 | P.Km |
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| 7 | 1.06 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001119 | 1 | Nos. |
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| 8 | 1.07 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading I Material | BI01010001010000000000000515BI0100001120 | 606.43 | P.Cum |
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| 9 | 1.08 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401. For Grading III Material | BI01010001010000000000000515BI0100001121 | 1101 | P.Cum |
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| 10 | 1.09 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with all lead | BI01010001010000000000000515BI0100001122 | 606.43 | P.Cum |
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| 11 | 1.1 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRD Specification Clause 502 | BI01010001010000000000000515BI0100001123 | 1237.5 | P.Sqm |
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| 12 | 1.11 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to 0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503 and IRC-16-2008 | BI01010001010000000000000515BI0100001124 | 15000 | P.Sqm |
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| 13 | 1.12 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30) | BI01010001010000000000000515BI0100001125 | 750.01 | P.Cum |
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| 14 | 1.13 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30 | BI01010001010000000000000515BI0100001126 | 15000 | P.Sqm. |
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| 15 | 1.14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30) | BI01010001010000000000000515BI0100001127 | 15000 | P.Sqm |
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| 16 | 1.15 | Construction of un-reinforced, without dowel bar, 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, | BI01010001010000000000000515BI0100001128 | 658.88 | P.Cum |
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| 17 | 1.16 | using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments | BI01010001010000000000000515BI0100001129 | | |
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| 18 | 1.17 | Interlocking Concrete Block Pavement 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurments shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | BI01010001010000000000000515BI0100001130 | 3000 | P.Sqm |
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| 19 | 1.18 | CELL FIELD CONCRETE Providing, fabricating and lying form work of plastic cells made from reclaimed High Density Polythelene (HDPE) sheets of thickness 0.20mm to about 0.25mm or LDPE sheets of thickness 0.30mm to 0.35mm thickness, 100mm wide heat welded or stitched to form cell at 300mm interval and fixed with iron spikes of about 200mm long to keep the cell walls taut and with nylon threads to prevent collapse of the cell walls during placement of concrete, form work of cells should be so stiched to form a roll of cells of a pavement width 3.75m and has a length of 10m to 20m and successive rolls of cell to be stapled. | BI01010001010000000000000515BI0100001131 | 2737.5 | P.Sqm |
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| 20 | 1.19 | PART - B : CD WORK\nEarthwork in excavation for structures as per drawing and MoRD 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. Ordinary soil Upto 3 m depth | BI01010001010000000000000515BI0100001132 | 390.27 | P.Cum |
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| 21 | 1.2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001133 | 230.42 | P.Cum |
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| 22 | 1.21 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001134 | 72.54 | P.Cum |
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| 23 | 1.22 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701 | BI01010001010000000000000515BI0100001135 | 575 | P.Sqm |
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| 24 | 1.23 | Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm | BI01010001010000000000000515BI0100001136 | 45 | P.Sqm. |
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| 25 | 1.24 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001137 | 0.26 | P.MT |
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| 26 | 1.25 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia | BI01010001010000000000000515BI0100001138 | 192.5 | P.Rmt |
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| 27 | 1.26 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:4 cement mortar | BI01010001010000000000000515BI0100001139 | 65.24 | P.Cum |
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| 28 | 1.27 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75 mm thick | BI01010001010000000000000515BI0100001140 | 12.42 | P.Sqm |
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| 29 | 1.28 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. | BI01010001010000000000000515BI0100001141 | 66.52 | P.Sqm |
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| 30 | 1.29 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRD specifications Clause 1301 | BI01010001010000000000000515BI0100001142 | 8.31 | P.Cum |
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| 31 | 1.3 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia | BI01010001010000000000000515BI0100001143 | 12.5 | P.Rmt |
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| 32 | 1.31 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1915 | BI01010001010000000000000515BI0100001144 | 46.44 | P.Sqm |
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| 33 | 1.32 | PART - C : Road Furniture\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRD Specification Clause 1703 | BI01010001010000000000000515BI0100001145 | | |
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| 34 | 1.33 | 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001146 | 1 | Each |
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| 35 | 1.34 | Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001147 | 4 | Each |
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| 36 | 1.35 | 200 m stone (precast) | BI01010001010000000000000515BI0100001148 | 21 | Each |
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| 37 | 1.36 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801 | BI01010001010000000000000515BI0100001149 | | |
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| 38 | 1.37 | 900 mm equilateral triangle | BI01010001010000000000000515BI0100001150 | 62 | Each |
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| 39 | 1.38 | 600 mm circular | BI01010001010000000000000515BI0100001151 | 9 | Each |
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| 40 | 1.39 | Add extra for providing and fixing definition plate of size 600 x 400 mm including all letters with above specifications | BI01010001010000000000000515BI0100001152 | 52 | Each |
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| 41 | 1.4 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. upto 0.9 sqm size board | BI01010001010000000000000515BI0100001153 | 4.05 | P.Sqm |
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| 42 | 1.41 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. | BI01010001010000000000000515BI0100001154 | 1 | Each |
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| 43 | 1.42 | Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700 | BI01010001010000000000000515BI0100001155 | 3 | Each |
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| 44 | 1.43 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700 | BI01010001010000000000000515BI0100001156 | 3 | Each |
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| 45 | 1.44 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. | BI01010001010000000000000515BI0100001157 | 531 | P.Sqm. |
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| 46 | 1.45 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic | BI01010001010000000000000515BI0100001158 | 55 | P.Rmt |
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| 47 | 1.46 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 | BI01010001010000000000000515BI0100001159 | 4 | P.Sqm |
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| 48 | 1.47 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. | BI01010001010000000000000515BI0100001160 | 5 | Each |
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| 49 | 1.48 | Fixing of sign board having two posts including excavation cement concrete 1:5:10(30X30X60 cms.) and transportation complete of size. 60x75 cm, 90x60 cm, 75x45 cm, & 60x45 cm. | BI01010001010000000000000515BI0100001161 | 5 | Each |
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| 50 | 1.49 | Supplying of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. | BI01010001010000000000000515BI0100001162 | 1720 | Each |
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| 51 | 1.5 | Total Cost of Construction Work | BI01010001010000000000000515BI0100001163 | 1 | P.Cum |
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| 52 | 3 | Routine Maintenance after Completion of Construction Work | BI01010001010000000000000515BI0100001164 | | |
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| 53 | 3.01 | For 1st Year (0.68%) | BI01010001010000000000000515BI0100001165 | 5.2 | P.Km. |
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| 54 | 3.02 | For 2nd Year (0.87%) | BI01010001010000000000000515BI0100001166 | 5.2 | P.Km. |
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| 55 | 3.03 | For 3rd Year (1.12%) | BI01010001010000000000000515BI0100001167 | 5.2 | P.Km. |
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| 56 | 3.04 | For 4th Year (1.31%) | BI01010001010000000000000515BI0100001168 | 5.2 | P.Km. |
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| 57 | 3.05 | For 5th Year (1.52%) | BI01010001010000000000000515BI0100001169 | 5.2 | P.Km. |
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| 58 | 3.06 | Total Cost of Maintenance Work for 5 Years | BI01010001010000000000000515BI0100001170 | 1 | P.Km. |
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| 59 | 3.07 | Note :- GST shall be paid extra as per SBD Section 4 Clause 41.1 | BI01010001010000000000000515BI0100001171 | | |
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