| 1 | 1 | 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 MoRTH Specification Clause 201. By Manual Means | BI01010001010000000000000515BI0100001113 | 6.49 | P.Hect. |
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| 2 | 2 | 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. | BI01010001010000000000000515BI0100001114 | 11489.6 | P.Cum |
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| 3 | 3 | 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 MoRTH Specification Clause 305.3 | BI01010001010000000000000515BI0100001115 | 28457.5 | P.Cum |
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| 4 | 4 | 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 MoRTH Specification Clause 305.3Note :- Deduct if excavated earth as per item No. 3.5 (ii) is used and pushed for filling in embankment. | BI01010001010000000000000515BI0100001116 | 11489.6 | P.Cum |
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| 5 | 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 MoRTH Specification Clause 305.3.4 | BI01010001010000000000000515BI0100001117 | 5744.78 | P.Cum |
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| 6 | 6 | 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. | BI01010001010000000000000515BI0100001118 | 4 | Nos. |
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| 7 | 7 | Construction of granular sub-base by providing well graded material, 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 MoRTH Specification Clause 401.. For Grading III Material | BI01010001010000000000000515BI0100001119 | 10268.4 | P.Cum |
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| 8 | 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken AggregateBy Labour | BI01010001010000000000000515BI0100001120 | 3181.98 | P.Cum |
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| 9 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregateBy Mechanical Means | BI01010001010000000000000515BI0100001121 | 3002.08 | P.Cum |
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| 10 | 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | BI01010001010000000000000515BI0100001122 | 31163.2 | P.Sqm |
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| 11 | 11 | 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 surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | BI01010001010000000000000515BI0100001123 | 29388.8 | P.Sqm |
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| 12 | 12 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 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 MoRTH Specification Clause 504.. Bitumen (VG-30) | BI01010001010000000000000515BI0100001124 | 3027.61 | P.Cum |
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| 13 | 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 in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Waste Plastic @ 8% of bitumen. Case -II By mechnical means Bitumen VG-30 | BI01010001010000000000000515BI0100001125 | 60552 | P.Sqm |
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| 14 | 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 MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30) | BI01010001010000000000000515BI0100001126 | 60552 | P.Sqm |
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| 15 | 15 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 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, using curing compound and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Without dowel bar) | BI01010001010000000000000515BI0100001127 | 1788.13 | P.Cum |
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| 16 | 16 | PART - B : C.D. WORK\nEarthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 | BI01010001010000000000000515BI0100001128 | 6150.72 | P.Cum |
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| 17 | 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001129 | 688.06 | P.Cum |
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| 18 | 18 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001130 | 763.55 | P.Cum |
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| 19 | 19 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.. Random Rubble Masonry In 1:4 cement mortar | BI01010001010000000000000515BI0100001131 | 4641.82 | P.Cum |
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| 20 | 20 | 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 MoRTH Specification Clause 801 | BI01010001010000000000000515BI0100001132 | 1035 | P.Sqm |
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| 21 | 21 | 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 | BI01010001010000000000000515BI0100001133 | 81 | P.Sqm. |
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| 22 | 22 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 | BI01010001010000000000000515BI0100001134 | 0.48 | P.MT |
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| 23 | 23 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick | BI01010001010000000000000515BI0100001135 | 1083.05 | P.Sqm |
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| 24 | 24 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. | BI01010001010000000000000515BI0100001136 | 2143.77 | P.Sqm |
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| 25 | 25 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 | BI01010001010000000000000515BI0100001137 | 1645 | P.Sqm |
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| 26 | 26 | 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 2905.300 mm dia | BI01010001010000000000000515BI0100001138 | 310 | P.Rmt |
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| 27 | 27 | 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 2905.1000 mm dia | BI01010001010000000000000515BI0100001139 | 12.5 | P.Rmt |
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| 28 | 28 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905.. 1000 mm dia | BI01010001010000000000000515BI0100001140 | 187.5 | P.Rmt. |
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| 29 | 29 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Clause 5.3.7.2 of IRC:89, no fragment weighing less than 25 kg laid dry complete as per drawing and MoRTH specifications Clause 2503.2 | BI01010001010000000000000515BI0100001141 | 10.64 | P.Cum |
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| 30 | 30 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1 Stone/Boulder | BI01010001010000000000000515BI0100001142 | 2162 | P.Cum |
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| 31 | 31 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 | BI01010001010000000000000515BI0100001143 | 55.83 | P.Sqm |
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| 32 | 32 | Construction of RCC guide posts of 250 mm dia M25 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 MoRTH Specification Clause 1700 & 1600 | BI01010001010000000000000515BI0100001144 | 90 | Each |
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| 33 | 33 | 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 MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 | BI01010001010000000000000515BI0100001145 | 900 | Each |
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| 34 | 34 | Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRTH specifications Clause 2504.2.2 | BI01010001010000000000000515BI0100001146 | 1621.5 | P.Cum |
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| 35 | 35 | 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 MoRTH Specification Clause 801 | BI01010001010000000000000515BI0100001147 | | |
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| 36 | 35.01 | 5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001148 | 3 | Each |
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| 37 | 35.02 | Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001149 | 10 | Each |
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| 38 | 35.03 | 200 m stone (precast) | BI01010001010000000000000515BI0100001150 | 52 | Each |
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| 39 | 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 801.3.1 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 MoRTH Specification Clause 801 | BI01010001010000000000000515BI0100001151 | | |
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| 40 | 36.01 | 900 mm equilateral triangle | BI01010001010000000000000515BI0100001152 | 13 | Each |
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| 41 | 36.02 | 600 mm circular | BI01010001010000000000000515BI0100001153 | 5 | Each |
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| 42 | 36.03 | 800 mm x 600 mm rectangular | BI01010001010000000000000515BI0100001154 | 1 | Each |
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| 43 | 37 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. 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 MoRTH Specification Clause 801,upto 0.9 sqm size board. | BI01010001010000000000000515BI0100001155 | 9.45 | P.Sqm |
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| 44 | 38 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. | BI01010001010000000000000515BI0100001156 | 2 | Each |
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| 45 | 39 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. | BI01010001010000000000000515BI0100001157 | 2 | Each |
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| 46 | 40 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make without 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. | BI01010001010000000000000515BI0100001158 | 773.8 | P.Sqm. |
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| 47 | 41 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, 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 MoRTH Specification Clause 801 | BI01010001010000000000000515BI0100001159 | 6 | P.Sqm |
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