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| 1 | Part A : Foundation WorkEarth work in excavation for foundation of structurecomplete 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 hard soil Depth upto 3 metre |
| 2 | Earth work in excavation for foundation of structurecomplete 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, Depth above 3 metre & upto 6 metre |
| 3 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as perdrawing and technical specification as per MoRTHSpecification : Section 1500, 1700 & 2100 includingform work at any level P.C.C. grade M15 |
| 4 | Reinforced cement concrete in pile cap complete at all levels with steel formwork etc. as per drawing andtechnical specification as per MoRTH Specification :1100, 1500 & 1700 R.C.C. grade M35 Design mix concrete |
| 5 | Providing and laying steel reinforcement at any levelin foundation/ pile/ pile cap complete as per drawingand clause 1600 of MoRT&H Specification includingall material, labour and machinery The structural steel to be used should be Primary Steel manufactured and approved by Engineering incharged TMT Steel reinforcement in |
| 6 | Bored/cast-in-situ piles complete as per drawing andtechnical specification as per MoRTH Specification :Section 1100, 1600 & 1700 excluding reinforcement. 1200mm dia pile R.C.C. grade M30 |
| 7 | Providing and laying steel reinforcement at any levelin foundation/ pile/ pile cap complete as per drawingand clause 1600 of MoRT&H Specification includingall material, labour and machinery The structural steel to be used should be Primary Steel manufactured and approved by Engineering incharged TMT Steel reinforcement in |
| 8 | Load testing of pile2.1Initial and routine test for vertical load testing of pile.Pile load test on single vertical pile in accordance with IS:2911(Part-IV) 2013 (note: Initial load test/ routine test includes Bored/castin-situ pile/ ancore pile etc with rcc and reinforcement as per design) |
| 9 | For leteral load testing of pileInitial and routine test for vertical load testing of pile.Pile load test on single vertical pile in accordance with IS:2911(Part-IV) 2013 (note: Initial load test/ routine test includes Bored/castin-situ pile/ ancore pile etc with rcc and reinforcement as per design) |
| 10 | Part B : Sub StructureStructural Cement concrete for plain concrete/reinforced concrete for substructure at any level,complete as per drawing and technical specification.Using Batching Plant, Transit Mixture, and ConcretePump. Design mix concrete - [MoRTH Specification :Clause 1500&1700] R.C.C including formworkR.C.C. grade M35 upto 5 metre height |
| 11 | Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork R.C.C. grade M35 above 5 metre & upto 10 metreheight |
| 12 | Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork R.C.C. grade M35 above 10 metre height |
| 13 | Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&HSpecification including all material, labour, machinary etc The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement |
| 14 | Supplying, fitting & fixing in positon true to line &level,Elastromeric Bearing conforming to IRC:83 (Part IISection IX) complete including all acce-ssories as per drawing & technical specification as per MoRTH Specfication Section 2000 |
| 15 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawingand technical specfication as per MoRTH Specification Clause 2205 |
| 16 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. |
| 17 | Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Sandy material |
| 18 | Part C : Super StructureStructural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700.M 35 grade T-beam and slab superstructure |
| 19 | Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. M 40 grade solid slab superstructure |
| 20 | Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700.M 35 grade solid slab superstructure |
| 21 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technicalSpecification as per MoRTH Specification : Section:1600 The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel bar reinforcement |
| 22 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704Nominal mix (1:2.5:5) |
| 23 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 |
| 24 | 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 5.6per centof 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-I ( 19 mm nominal size ) Bitumen (VG-30) |
| 25 | Providing and laying 25mm thick bitumen masticwearing coat with bitumen of grade S 35 as per Table 500-27, 15% by weight on prepared base including the coarse aggregate as per table 500-29, and lime stone powder as filler, complete including tack coat as per MoRTH specification : clause 515 |
| 26 | P&F on culverts/ bridges deck rain water spouts madeof cast iron as per MoRTH specification complete |
| 27 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as perdrawing and MoRTH Specification Clause 801 |
| 28 | 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. |
| 29 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.160 mm dia |
| 30 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre |
| 31 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc 50mm dia nominal bore \"B\" Class125mm dia nominal bore |
| 32 | Part D : RCC Retaining Wall Earth work in excavation for foundation of structurecomplete 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 hard soilDepth upto 3 metre |
| 33 | Providing and laying Cement concrete forplain/reinforced concrete in open foundation as perdrawing and technical specification as per MoRTHSpecification : Section 1500, 1700 & 2100 includingform work at any level P.C.C. grade M15 |
| 34 | Providing and laying Cement concrete forplain/reinforced concrete in open foundation as perdrawing and technical specification as per MoRTHSpecification : Section 1500, 1700 & 2100 includingform work at any level. R.C.C. grade M30 |
| 35 | Providing and laying steel reinforcement at any levelin foundation/ pile/ pile cap complete as per drawingand clause 1600 of MoRT&H Specification includingall material, labour and machinery. The structural steel to be used should be Primary Steel manufactured and approved by Engineering incharged TMT Steel reinforcement |
| 36 | Structural Cement concrete for plain concrete/reinforced concrete for substructure at any level,complete as per drawing and technical specification.Using Batching Plant, Transit Mixture, and ConcretePump. Design mix concrete - [MoRTH Specification :Clause 1500&1700] R.C.C including formwork R.C.C. grade M30 upto 5 metre height |
| 37 | Supplying, fitting and placing TMT bar reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement |
| 38 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. |
| 39 | Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304Sandy material |
| 40 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawingand technical specfication as per MoRTH Specification Clause 2205 |
| 41 | Part E: ROAD RORKClearing and Grubbing Road LandClearing 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 andstacking 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 Manual MeansIn area of thorny jungle |
| 42 | Dismantling of Cement Concrete Pavements as per MoRTHSpecification Clause 202.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 |
| 43 | Earth work in excavation for foundation of structurecomplete with all lift, dewatering, shoring and shutteringetc. including refilling of trenches in 250 mm layers,ramming, watering and disposal of surplus earth with alllifts and lead upto 1000 meters exclusive ofcompensation of earth as per MoRTH specificationClause 301 to 305. In hard soilDepth upto 3 metre |
| 44 | Providing and laying Cement concrete forplain/reinforced concrete in open foundation as perdrawing and technical specification as per MoRTHSpecification : Section 1500, 1700 & 2100 includingform work at any level P.C.C. grade M15 |
| 45 | Providing and laying Cement concrete forplain/reinforced concrete in open foundation as perdrawing and technical specification as per MoRTHSpecification : Section 1500, 1700 & 2100 includingform work at any level. R.C.C. grade M30 |
| 46 | Providing and laying steel reinforcement at any levelin foundation/ pile/ pile cap complete as per drawingand clause 1600 of MoRT&H Specification includingall material, labour and machineryThe structural steel to be used should be PrimarySteel manufactured and approved by Engineering incharged TMT Steel reinforcement |
| 47 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 |
| 48 | Granular Sub-base with Well Graded Material (Table 400-1)Plant Mix MethodProviding 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 course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-II Material |
| 49 | Dry Lean Cement ConcreteConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarsegregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less an 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 50 | Cement Concrete Pavement with Slip Form PaverConstruction 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 slabsfor 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). |
| 51 | Traffic SignsRetro-reflectorised Traffic SignsSupply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle |
| 52 | 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. |
| 53 | Marking Centre Line and stop lines etc. on road as per IRC pattern withthermoplastic 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. |
| 54 | 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 |
| 55 | Direction and Place Identification signs with size more than 0.9 sqmsize boardSemi-Reflective Traffic signsDirection and place identification signs more than 0.90 sqm sign boardProviding and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 56 | Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side. |
| 57 | Part F : Repair of ExistingMaintenance of steel and RCC RailingRemoval of existing cement concrete wearing coatmanually or with the help of jack hammers including its disposal within a lead of 1000 metres, complete as per technical specification without causing any detrimental effect to any part of the bridge structure |
| 58 | Dismantling of StructuresDismantling 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 theserviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202.By Manual Means Reinforced Cement Concrete |
| 59 | Guniting (Minimum density 2T/Cum) on concrete/masonry surface with wire mesh and cement mortar 1:3, applied with compressor after cleaning surface and applying with epoxy complete as per technicalspecification. [MoRTH Specification : Clause: 2807] |
| 60 | Structural Cement concrete for reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as per Design mix MoRTH Specification 1500 & 1700. M 40 grade solid slab superstructure |
| 61 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technicalSpecification as per MoRTH Specification : Section:1600 The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel bar reinforcement |
| 62 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix (1:2.5:5) |
| 63 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 |
| 64 | 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 5.6per centof 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-I ( 19 mm nominal size ) Bitumen (VG-30) |
| 65 | Providing and laying 25mm thick bitumen masticwearing coat with bitumen of grade S 35 as per Table500-27, 15% by weight on prepared base including the coarse aggregate as per table 500-29, and lime stone powder as filler, complete including tack coat as per MoRTH specification : clause 515 |
| 66 | P&F on culverts/ bridges deck rain water spouts madeof cast iron as per MoRTH specification complete |
| 67 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as perdrawing and MoRTH Specification Clause 801 |
| 68 | 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. |
| 69 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.160 mm dia |
| 70 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre |
| 71 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc 50mm dia nominal bore \"B\" Class125mm dia nominal bore |
| 72 | Traffic SignsRetro-reflectorised Traffic SignsSupply of cautionary/warning refelective sign boards made out of 2mm thick M.S. sheet as per IRC - 67 (latest revision), stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle |
| 73 | 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. |
| 74 | 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. |
| 75 | 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 |
| 76 | Direction and Place Identification signs with size more than 0.9 sqmsize boardSemi-Reflective Traffic signsDirection and place identification signs more than 0.90 sqm sign boardProviding and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification with size more than 0.9 sqm size board |
| 77 | Supply of Swiss type of Hazard marker, made out of 2 mm thickM.S. sheet size of box is 15x15 cm with hold fast at bottom, thebody is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side. |
| 78 | Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503Clause: 2503 Boulder/Quarry stone weighing not less than 40 kg (specfic gravity not less than 2.65) |
| 79 | Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRTH specifications Clause 2504.2.2 |
| 80 | Providing and laying Cement concrete forplain/reinforced concrete in open foundation as perdrawing and technical specification as per MoRTHSpecification : Section 1500, 1700 & 2100 includingform work at any level P.C.C. grade M25Curtain wall complete as per drawing and technical specifications. (MoRTH specification : clause 2507.2) |
