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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 | Dismentling of Existing Brick Edging complete in all respect. as per CSR - 8.5 (i) |
| 3 | Bricks (3rd Class) received after dismentling |
| 4 | Credit of Brick bats received after dismentling |
| 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 Comp. as per Technical specifications |
| 12 | Construction of granular sub-base (G.S.B) 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 Specifications Clause 401. (Grading I) |
| 13 | 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(Type A)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 ( 63-45 mm ) as per Technical specification Clause 405. |
| 14 | 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(Type B)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 ( 53 - 22.4 mm ) as per Technical specification Clause 405. |
| 15 | 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 organosilane Nanotechnology and 0.6 kg /cum nano acrylic copolymer mixed 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. |
| 16 | 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 organosilane Nanotechnology and 0.6 kg /cum nano acrylic copolymer mixed 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. |
| 17 | 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 organosilane Nanotechnology and 1 kg /cum nano acrylic copolymer mixed 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. |
| 18 | Waterproofing on top compacted (as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology: 1 kg nano acrylic co-polymer : 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. |
| 19 | Preparing and applying Prime coat of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology 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. |
| 20 | Preparing and applying Tack coat of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CRS1 and water (<1000 ppm TDS) in the ratio of 1.4 kg organo silane : 100 kg cationic bitumen emulsion CRS1 : 200 liter water . Mixing & Spraying. Take 1.4 kg of organo silane nanotechnology 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. |
| 21 | 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 organosilane nanotechnology @ 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. VG 30 |
| 22 | 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. |
| 23 | Construction of un-reinforced, panel concrete at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. |
| 24 | Panel cutting in concrete pavement in square panels of 1.25M x 1.25M ( Maximum panel ) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine complete all as per Specifications |
| 25 | 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. MORD 2.13 |
| 26 | 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. MORD 9.1 |
| 27 | Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 |
| 28 | 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 MORD 11 |
| 29 | Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 III (ii) Using batching Plant Transit Mixer & Concrete Pump |
| 30 | Plain/reinforced cement concrete in superstructure complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1205.5 upto 5.00 metre height. Reinforcement Cement concrete grade M20 nominal mix 1:2:4. mord 13 Using batching Plant Transit Mixer & Concrete Pump |
| 31 | 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. MORD 12 Using batching Plant Transit Mixer & Concrete Pump |
| 32 | Providing and laying reinforced cement concrete M-25 in superstructure complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1205.5 Reinforced Cement Concrete Grade M25 (1:1.5:3) Nominal mix MORD 13 Using batching Plant Transit Mixer & Concrete Pump |
| 33 | Providing Cement Concrete Plain M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4 III (ii) Using batching Plant Transit Mixer & Concrete Pump |
| 34 | Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710 MORD 9.15 |
| 35 | Supplying cutting fitting and placing TMT (Fe500/550) reinforcement bars in sub structure complete as per drawing and technical specification caluse 1002,1010 & 1202. MORD 12.7 Integrated Plant Marked |
| 36 | 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 (450 mm dia) MORD 9.7 |
| 37 | 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 (600 mm dia) MORD 9.7 |
| 38 | Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204. MORD 9.13 |
| 39 | Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204. MORD 12.2 |
| 40 | 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 technical specifications |
| 41 | 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 of |
| 42 | Providing weephole in brick masonry / stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7 MORD 12.9 |
| 43 | Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 MORD 12.10 |
| 44 | Plain/reinforced cement concrete (1:2;4 M-20) in sub structure complete as per drawings and technical specification clauses 802, 805, 1201, & 1204 MORD 12.5 |
| 45 | Reinforced Cement Concrete M15 grade 5th kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 46 | Reinforced Cement Concrete M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 |
| 47 | Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703 |
| 48 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications. CSR 24.39 |
| 49 | Providing and fixing of typical PMGSY Logo sign board (Double Sided) as per MORD specifications and drawing. MS Plates of 1.6 mm thick duly welded on MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame welded to 1 no. MS square tubes post 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The top diamond plates (600 mm) and definition / arrow plate (1100mm x 300mm) will be welded to MS post. 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. MORD 10.16 |
| 50 | 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. |
| 51 | 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. |
| 52 | 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. |
| 53 | Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 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 MoRD Specification Clause 801 |
| 54 | 900mm equilateral triangle |
| 55 | 900 mm size octegon |
| 56 | 600mm equilateral triangle |
| 57 | 600 mm size Circular |
| 58 | 600x450 mm rectangular |
| 59 | 800x600mm rectangular direction & identification sign board |
| 60 | 1200x900 mm rectangular direction & identification sign board |
| 61 | Hazard Markers (900 X 300mm) |
| 62 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass [email protected] per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 63 | Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/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. as per CSR 24.63 |
| 64 | 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. MORD 4.18 |
| 65 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 66 | For 1st year |
| 67 | For 2nd year |
| 68 | For 3rd year |
| 69 | For 4th year |
| 70 | For 5th year Please Enable Macros to View BoQ information |
