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| 1 | PART-\\"(A)\\"RENEWAL AND STREGTHENING WORK |
| 2 | 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 MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle |
| 3 | Scarifying old bituminous road by making 50x50mm furrows criss-cross at 1.0 metre intervals at 45 degree to the center line of the carriageway |
| 4 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 5 | 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 MoRTH Specification Clause 503 and IRC-16-2008 |
| 6 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 7 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base For Grading-II Material |
| 8 | PART- \\"(B)\\"CC PAVEVEMENT WORK |
| 9 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 10 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Slip Form Paver (laying and fixing of 125 micron thick polythene film) 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 water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 should have minimum flexural strengthen of 4.5 MPa, including vaccum dewatering process with all required equipments. (Dowel Bars will be paid seprately). |
| 11 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS:432 of specified length and diameters as per MoRTH Specification IRC15&58 including cutting, placing in position across transverse joint with proper spacing,providing with PVC sleeve complete as per drawing,technical specification and as per direction of the Engineer-in-charge. |
| 12 | PART-\\"(C)\\" Road Furniture |
| 13 | 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 801 600 mm circular |
| 14 | 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 801 900 mm equilateral triangle |
| 15 | 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 801 800 mm x 600 mm rectangular |
| 16 | Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 17 | Supplying and Fixing 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. |
| 18 | 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. |
| 19 | Fixing of sign board having including excavation cement concrete 1:5:10 (30x30x60cm) and transportation complete of size : Two Post 60x75, 90x60 cm, 75x45 cm & 60x45 cm |
| 20 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364 , metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH specification Clause 811.3. |
| 21 | Reinforced 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 |
| 22 | 200 m stone (precast) |
| 23 | Ordinary Kilometer Stone (Precast) |
| 24 | 5th Kilometre Stone (precast) |
| 25 | Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications.Hectometer and Boundry Stone |
| 26 | P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side |
| 27 | Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen) |
| 28 | 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. |
| 29 | PART-\\"(D)\\" CC Road Repair |
| 30 | Providing and Laying Treatment of Wear and Tear Concrete surface with pre-mixed, high performance, curing free, quick setting ready to use cement mortar for repairing of pot holes with minimum 25mm depth and without cutting the panel so that traffic can be mobilized in 4 hours. The high performance Ready Mix Concrete Mortar should be curing free and able to achieve compressive strength of 10 Mpa within 4 hours and bond strength of 4 Mpa within 24 hours, non shrink and non toxic. |
| 31 | Providing and laying treatment of wear & tear of concrete surface with pre-mixed, ready to use, high performance, curing free,quick-setting ready to use geopolymer mortar for repairing of pot holes on concrete surface by cutting the panel in a regular shape with minimum 50 mm depth so that traffic can be mobilized in 4 hours. The high performance mortar should be curing free, achieve compressive strength of 20MPa with in 4 Hours and 35MPa within 24Hours achieve bond strength of 4MPa within 24Hours,non shrink and non toxic.The methodology includes proper excavation and chipping of surface, cutting the panel in regular shape using concrete cutting tools and break hammer, removal of all loose particles, application of advanced bonding compound and maintaining proper thickness during application. For large area casting,expansion joints need to be maintained at an interval of every 1.8 meters. |
| 32 | Add extra for every additional thickness of 10mm |
| 33 | Providing and filling joint sealing compound in CC Pavement/Structures as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight |
| 34 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Morth Specification Clause 2804 |
| 35 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 36 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base For Grading-II Material |
| 37 | 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 |
| 38 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements 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 as per IS 15658:2006.and all materials shall conform to MoRTH Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 39 | PART-\\"(E)\\" Drain Work |
| 40 | Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1 including settingout, construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material Ordinary soil upto 3 mtr. depth |
| 41 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703 , 2102 & 2104 P.C.C grade M 10 Nominal mix (1:3:6) |
| 42 | Structural Cement concrete for plain concrete/reinforced concrete for substructure at any level,complete as per drawing and technical specification. UsingBatching Plant, Transit Mixture, andConcrete Pump. Design mix concrete-[MoRTHSpecification : Clause 1500&1700] R.C.C including formwork .R.C.C. grade M25 upto 5 metre height |
| 43 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 44 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti-corrosive bitumenpainted M.S.plate Rimandon M.S.lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size701to1200mm Standard Drain Cover Size 1500mm x 600mm x 125m |
| 45 | Providingand laying Precast reinforcedcement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQetc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking fromIIT / NIT / Government Engineer College complete in all respect as per Specification.Size 1.00 M x 1.00 |
| 46 | PART- \\"(F)\\"Bridge Repairing Work |
| 47 | Providing, laying and fixing of strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete as per approved drawings and as per clause 2600 of MoRT&H specifications to be installed by manufacturer's authorized representative ensuring to compliance to manufacturer's instruction for installation including preparing the edges of bridge, welding to exposed reinforcement, concreting with design mix of grade of bridge or M-35 whichever is richer including all material, labour, machinery etc complete |
| 48 | Supplying, fitting and placingTMTbar reinforcement in substructure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etcThe structural steel to be used should be used ballot by Primary Steel manufactured and approved by Engineering in charged.TMT Steel reinforcement |
| 49 | Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. UsingBatching Plant, Transit Mixture, andConcrete Pump. Designmix concrete-[MoRTH Specification :Clause 1500&1700] R.C.C including formwork R.C.C. grade M20 upto 5 metre heigh |
| 50 | PART- \\"(G)\\"PROTECTION WORK (Existing Repair) |
| 51 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202.Rubble Stone Masonry in Cement Mortar |
| 52 | 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 15 Nominal mix (1:2.5:5) |
| 53 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and MoRTH specifications Clauses 1400 |
| 54 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 55 | 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 50 mm thick |
| 56 | Providing and laying pitching on slopes laid over prepared filter media as per Stone/Boulder drawing and MoRTH specifications Clause 2504.2. |
| 57 | Construction of toe walls for protection of slopes as per drawing and MoRTH specifications Clause 2507.1Random rubble masonry in case of stone pitching laid with cement mortar (1:5) |
| 58 | PART- \\"(H)\\"PROTECTION WORK (Retaining Wall) |
| 59 | Earthwork 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 50m, dressing of sides and bottom and back filling intrenches with excavated suitable material. Ordinary soil 3 m to 6 m depth |
| 60 | 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 15 Nominal mix (1:2.5:5) |
| 61 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and MoRTH specifications Clauses 1400 |
| 62 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 63 | 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 50 mm thick |
| 64 | PART- \\"(I) Box Culverts 1.50 m X 1.50 m |
| 65 | Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause304.1 including settingout, construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and back filling in trenches with excavated suitable material Ordinary soil upto 3 mtr. depth |
| 66 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703 , 2102 & 2104 P.C.C grade M 10 Nominal mix (1:3:6) |
| 67 | Structural Cement concrete for plain concrete/reinforced concrete for substructure at any level,complete as per drawing and technical specification. UsingBatching Plant, Transit Mixture, andConcrete Pump. Design mix concrete-[MoRTHSpecification : Clause 1500&1700] R.C.C including formwork .R.C.C. grade M25 upto 5 metre height |
| 68 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 69 | Providing A.C pipe Weep holes150 mm diain Masonry/Plain Concrete/. Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specficationas per MoRTH Specification Clause 2205 |
| 70 | Providingand laying Precast reinforcedcement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQetc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking fromIIT / NIT / Government Engineer College complete in all respect as per Specification.Size 1.50 M x 1.50 |
| 71 | PART- \\"(J) Box Culverts 2.0 m X 2.0 m |
| 72 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre |
| 73 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703 , 2102 & 2104 P.C.C grade M 10 Nominal mix (1:3:6) |
| 74 | Providing and laying Cement concrete for plain/reinforced concrete in open Substructure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M25 upto 5 metre height |
| 75 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 76 | Providing A.C pipe Weep holes 150mm dia in Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 77 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size2.00m x2.00m. Please Enable Macros to View BoQ information |
