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| 1 | 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 stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 2 | Dismantling brick work tile, masonry or tile lining Dismantling dry brick work |
| 3 | Credit of Bricks obtained after Dismantling |
| 4 | Credit of Brick bats obtained after Dismantling |
| 5 | Dismantling of flexible pavements and disposal of dismantled materails upto a lead of 100 m stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. |
| 6 | 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 wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (BRICK WORK) |
| 7 | Excavation for roadway in soil using mech means including cutting and pushing the earth to site of embakement up to a distance of 100 m, including trriming bottom and side slopes in accordance with requirements of lines,grades and X section as per Clause 302 |
| 8 | Loosening, Levelling and Compacting original ground supporting embankement 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 Specifications Clause 301.4.1 |
| 9 | Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5 |
| 10 | 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 as per Technical Specification Clause 301.5 |
| 11 | Providing & laying 1st Class brick on end edging with full brick width Complete as per Technical Specification |
| 12 | Stabilized Sub-base with Existing Crust (GSB/WBM): Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% crushed aggregate / GSB Grade 2 as per mix design. Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 30% as per mix design in soil. (2) Spread Cement 4% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (3) Apply 0.6 kg /cum Cement treated base (CTB) conforming to IRC: SP:89-2018 and 0.6 kg /cumPolymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227mixed in OMC water (<1000 ppm TDS) on loose soil-aggregate-cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. |
| 13 | Stabilized Sub-base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% crushed aggregate / GSB Grade 2 as per mix design. Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 30% as per mix design in soil. (2) Spread Cement 4% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (3) Apply 0.6 kg /cum Cement treated base (CTB) conforming to IRC: SP:89-2018 and 0.6 kg /cumPolymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227mixed in OMC water (<1000 ppm TDS) on loose soil-aggregate-cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. |
| 14 | Stabilized Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30% crushed aggregate / GSB Grade 2 as per mix design. Application: (1) Spread, rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 30% as per mix design in soil. (2) Spread Cement 5% by weight of soil & aggregate mix and scrify with rotavator for mixing thoroughly. (3) Apply 1 kg /cum Cement treated base (CTB) conforming to IRC: SP:89-2018 and 1 kg /cumPolymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227mixed in OMC water (<1000 ppm TDS) on loose soil-aggregate-cement mixes. Scarify the treated material with rotavator and grade it with grader and do light compaction with vibratory compactor. (4) Spread 20 mm and down size aggregates on the graded soil-aggregate-cement surface to form 20-25 mm thick soil-aggregate layer.(5).Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. |
| 15 | Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification Clause 405. |
| 16 | Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Cement treated base (CTB) conforming to IRC: SP:89-2018 &Polymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227 with water (<1000 ppm TDS) in the ratio of 1 kg Cement treated base (CTB) conforming to IRC: SP:89-2018 : 1 kgPolymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227 : 200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge. |
| 17 | Preparing and applying Prime coat of water soluble Polymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227 (for bitumen emulsion application, IRC approved) with Cationic Emulsion complying with IS:8887 and water (<1000 ppm TDS) in the ratio of 1 kg Polymer Modified Emulsion(PME) : 100 kg with Cationic Emulsion complying with IS:8887 : 200 liter water . Mixing & Spraying : Take 1 kg of Polymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227 and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 kg per sqm on compacted prepared surface (WBM/WMM) base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. |
| 18 | Preparing and applying Tack coat of water solublePolymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227 (for bitumen emulsion application, IRC approved) with Cationic Emulsion complying with IS:8887 and water (<1000 ppm TDS) in the ratio of 1.4 kg Polymer Modified Emulsion(PME) : 100 kg with Cationic Emulsion complying with IS:8887: 200 liter water .Mixing & Spraying. Take 1.4 kg ofPolymer Modified Emulsion(PME) Conformimg to MoRTH Clause 502 and ASTM D1227 and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0.35 to 0.4 kg per sqm on compacted prepared surface bituminous surface cleaned with hydraulic broom. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. |
| 19 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder dosed with Cement treated base (CTB) conforming to IRC: SP:89-2018 @ 0.1% by weight of bitumen 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 rolled to achieve the desired compaction as per Technical Specification Clause 504. |
| 20 | Providing, laying and rolling of close- graded premix surfacing (Mix Seal Surface) material of 25mm thickness composed of 13.2mm to 0.9mm (Type - B) aggregates using penetration grade using bitumen VG-30 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 8 - 10 KN static rollar and finishing to required level and grades as per Technical Specification Clause 507. |
| 21 | Removing all type of Hume Pipes and stacking within a lead of 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202. |
| 22 | CONSTRUCTION OF CD Structure |
| 23 | Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material |
| 24 | Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 25 | Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203 |
| 26 | Providing reinforced cement concrete 1:2:4 M20 in sub-structure complete as per drawings and technical specifications Clause Clause 802, 804, 805, 806, 807, 1202 & 1204 using Batching plant Transit Mixer & Concrete Pump |
| 27 | Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. Integrated Plant Marked |
| 28 | Providing plain cement concrete 1:2:4 M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 using Batching plant Transit Mixer & Concrete Pump |
| 29 | Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete Clause Clause 615 & 710 |
| 30 | Plastering with Cement Mortar (1:4), 12 mm thick on in sub structure as per technical specificationClause 613.3 & 1204 |
| 31 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 |
| 32 | Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two coats to give an even shade including preparation of surface complete as per technical specification CSR 16.14 |
| 33 | Supplying of fine sand and backfilling as filter media, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 |
| 34 | Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 |
| 35 | Plain/reinforced cement concrete (RCC Grade M-25) in sub structure complete as per drawingsand technical specification clauses 802,804,805,806,807,1202 and 1204. using Batching plant Transit Mixer & Concrete Pump |
| 36 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (CC 1:4:8) |
| 37 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, M20 (1:2:4) using Batching plant Transit Mixer & Concrete Pump |
| 38 | Providing and laying reinforced cmenet concrete in superstructure as per drwaing and technical specification Clauses 800, 1205.4 and 1205.5 R.C.C M 25 1:1.5:3 using Batching plant Transit Mixer & Concrete Pump |
| 39 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technicalspecifications.. (CSR 22.15 (iii)) |
| 40 | Plain /reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 ans 1204, P.C.C grade M15 Nominal Mix (1:2:5:5) |
| 41 | Providing and laying cement concrete M30 grade complete as per drawing and technical specification clauses 800 and 1206.3 using Batching plant Transit Mixer & Concrete Pump |
| 42 | Providing and laying mechanically mixed plain/reinforced cement concrete Nominal Mix 1:3:6 in open foundation as per drawing and M.O.R.D. technical specification Clause 802, 803,1202 & 1203. |
| 43 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 44 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates 22.23 A |
| 45 | Providing concrete for plain/reinforced concrete RCC M 30 in Substructure complete as per drawings and technical specification Clauses 802, 803, 1202 & 1203 using Batching plant Transit Mixer & Concrete Pump |
| 46 | Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3/prestrssed concrete pipe 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 . ) |
| 47 | Plain Cement Concrete M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and Technical Specification Clause 1109. |
| 48 | Providing weep holes in stone masonry, plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 100mm ( one hundred millimeter) diameters, PVC pipe extending through the full width of the structures with a slope of 1 ( one) vertical : 20 ( twenty horizontal) |
| 49 | Road Furniture |
| 50 | Reinforced cement concrete M 15 grade 5th. kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 51 | Reinforced cement concrete M 15 grade ordinary kilometre stone(precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 52 | Reinforced cement concrete M 15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 |
| 53 | Boundary Piller of 250mm dia RCC NP Type II pipe including Painting and lettering etc. |
| 54 | Supplying and fixing of Logo Board (Logo board at starting point & Intermediate distance) with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects. |
| 55 | Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 56 | Providing and fixing of PMGSY Citizen Informatory board ( A & B) as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 57 | Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 58 | A.Retro Reflective Traffic signs |
| 59 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signs 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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801 |
| 60 | (900 mm equilateral triangle shaped Retro-reflective board ) |
| 61 | (900 mm octagon Retro-reflective board) |
| 62 | ( 600 mm equilateral triangle shaped Retro-reflective board ) |
| 63 | ( 600 mm circular Retro-reflective board ) |
| 64 | (600 x 450 mm rectangular Retro-reflective board) |
| 65 | (800x600mm rectangular direction & identification sign board) |
| 66 | 1200x900 mm rectangular direction & identification sign board) |
| 67 | Hazard Markers (900 X 300mm) |
| 68 | Providing and laying hot applied thermoplastic compound 2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57 |
| 69 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications CSR. 24.63 |
| 70 | Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per technical specification Clauses 412 |
| 71 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row(600mm dia) , Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 |
| 72 | Granular Sub-base with Well Graded Material (Table 400.1), Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 73 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (Upto 600 mm dia Hume pipe) |
| 74 | Credit of NP3 pipe 600mm dia ,Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row(600mm dia) obtained after dismantling |
| 75 | Maintenance Cost (in Rs) |
| 76 | AMC for 1st Year (fixed Rate =51445.98, bidder(s)/vendor(s) need not to quote for this) |
| 77 | AMC for 2nd Year (fixed Rate =65724.91, bidder(s)/vendor(s) need not to quote for this) |
| 78 | AMC for 3rd Year (fixed Rate = 96103.19, bidder(s)/vendor(s) need not to quote for this) |
| 79 | AMC for 4th Year (fixed Rate = 129354.98, bidder(s)/vendor(s) need not to quote for this) |
| 80 | AMC for 5th Year (fixed Rate = 165691.70, bidder(s)/vendor(s) need not to quote for this) Please Enable Macros to View BoQ information |
