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| 1 | Bridge work |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK) |
| 3 | Bored cast-in-situ M 35 grade R.C.C. Piles (including Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part-IV) ( 2 Nos) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per clause 1100,1600 & 1700 ( Sr.no 12.24 & 12.37 of MORT&H DATA BOOK) |
| 4 | Plain cement concrete M-15 for Levelling Course complete as per drawings and technical specifications clause 800,1200 ( Sr no 11.4 of MORD DATA BOOK) |
| 5 | Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications clause 1100, 1500 &1700 ( Sr no 12.40 of MORT&H data book) |
| 6 | Reinforced cement concrete M 30 in Substructure including centering shutering but excluding steel, complete as per drawings and technical specifications Clauses 1500, 1700 & 2200 (Sr no 13.5 of MORT&H data book) |
| 7 | Providing and laying of Filter media with granular crushed aggregates as perspecifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing 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.clause 1204.3.8.1204.3.8 (Sr.no 12.11 of MORD DATA BOOK) |
| 8 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Sr.no 12.9 of MORD DATA BOOK) |
| 9 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications..( Sr.no 13.18 of MORT&H DATA BOOK) |
| 10 | Providing fabricating, painting and Launching Structure steel in Steel Bridge complete as per Drawing and Technical Specifications.( On Market basis) |
| 11 | Providing and laying 1.5 mm thick galvanized Iron sheet blow deck slab as per Specifications. |
| 12 | Furnishing and Placing Reinforced cement concrete M-40 in Super structure including centering shutering but excluding steel complete as per drawing and Technical Specification clause 1500 &1600 1700 (Sr.no 14.1 C of MORT&H data book) |
| 13 | Providing and laying of a Strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation. (Sr no 14.21 of MORT&H data book) |
| 14 | Drainage Spouts complete as per drawing and Technical specifications Clause 1209, (Sr no 13.10 of MORD data book) |
| 15 | P.C.C. M 15 levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 (Sr no 13.11 of MORD data book) |
| 16 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Sr no 13.12 of MORD data book) |
| 17 | Furnishing and Placing R.C.C M 40 in Anti crash Railing including centering shutering but excluding steel complete as per drawing and Technical Specification (Sr no 14.1 E of MORT&H data book) |
| 18 | Providing and laying 56 mm thick.wearing coat consisting of 50 mm th. Bituminous concrete and 6mm thick Mastic asphaltic with tack coat as per MORT&H Specifications |
| 19 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 800 (Sr no 14.16 of MORT&H data book) |
| 20 | Supplying, Fitting and Placing HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications. (Sr no 12.42 of MORT&H data book) |
| 21 | Supplying, Fitting and Placing HYSD bar Reinforcement in substructure complete as per Drawing and Technical Specifications. (Sr no 13.06 of MORT&H data book) |
| 22 | Supplying, Fitting and Placing HYSD bar Reinforcement in super-structure complete as per Drawing and Technical Specifications. (Sr no 14.02of MORT&H data book) |
| 23 | Marking of Centre line, Zebra lines with hot applied thermoplastic road marking paint meterial conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications (upto date revision) (Sr no 8.13 of MORT&H data book) |
| 24 | Providing and fixing Pavement marker (Cat eyes) made out if ABS of size 128mmx110x29.5mm with nail having having 50 mm stem of ABS. The Pavement Marker shall be installed with automatic machine and epoxy \"A&B\" complete in all respects. |
| 25 | Providing and fixing of Standard Metal Delineatoras per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non- metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 26 | Cost of pile integrate test |
| 27 | Cost of slab load test |
| 28 | Approaches |
| 29 | Dismentling of flexible pavements & disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. (Sr no 2.14 of MORD data book) |
| 30 | 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. (Sr no 3.3 of MORD data book) |
| 31 | Construction of granular sub base by providing well graded material,spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.(Sr no 4.1 of MORD data book) |
| 32 | Construction of granular sub base by providing well graded material,spreaded in uniform layers on prepared surface, mixing in place with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401.(Sr no 4.1 of MORD data book) (Relaying of retrived material to te recieved from dismantling) |
| 33 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (Sr No 4.9 of MORD data book) |
| 34 | Providing and applying primer coat with bitumen emulsion (SS-1) Packed on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502 (Sr No 5.1 of MORD data book) |
| 35 | Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503(Sr No 5.2 of MORD data book) |
| 36 | Providing and laying dense graded bituminous macadam Grade-II with higher capacity batch type HMP using crushed aggregates of specified grading,premixed with bituminous binder @ 4.5 per cent 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 specification clause No.505 complete in all respects. (Sr No 5.4 of MORD data book) |
| 37 | Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.225 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503(Sr No 5.2 of MORD data book) ( for BC) |
| 38 | Providing and laying bituminous concrete Grade-II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 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 specification clause No. 507 complete in all respects (Sr No 5.5 of MORD data book) |
| 39 | Providing & erecting \"W\" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015. (CSR 24.56 a) Zone-A |
| 40 | Construction of C.C. Retaining wall 2.5 m high with as per standard design |
| 41 | Earth work in excavation upto 3mtr.As per MORD specifications 300 complete as per technical specifications |
| 42 | Providing PCC Grade M15 (Nominal Mix 1:2:5.5) in open foundation as per MORD specifcation 800 and 1200 complete as per Technical specifications. |
| 43 | Providing concrete for plain reinforced concrete in open foundation compete as per Drawings and Technical specifications Clause 802, 803, 1202, 1203 RCC (M30) |
| 44 | Providing reinforced concrete for plain reinforced concrete in Sub Structure complete as per Drawings and Technical specifications Clause 802, 804, 805,807,1202, 1204 RCC (M30) |
| 45 | Supplying Fitting and placing TMT bars reinforcement in foundation complete as per Drawings & Technical specifications clause 1000, 1202 |
| 46 | Supplying Fitting and placing TMT bars reinforcement in Sub-structure complete as per Drawings and Technical specifications clause 1002, 1005, 1010 |
| 47 | Providing weep holes in brick masonry with 100mm dia AC pipe standing through the full width of the structure with the slope of 1(V) 20 (H) complete as per Drawing and Technical specifications clause 614, 709, 1204 |
| 48 | Providing and Laying Filter media with crushed aggregates as per specifications to a thickness of not less than 600mm complete as per Drawings and Technical specifications Clause 1204 |
| 49 | CONSTRUCTION OF 1.50 M SPAN SLAB TYPE CULVERT (CARRIAGE WAY 7.5M) |
| 50 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated approved material.( Sr No 12.01 of MORT&H DATA BOOK) |
| 51 | Providing Plain cement concrete 1:3:6 nominal mix in openfoundations complete as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 (Sr No 11.4 (I) of MORD data book) |
| 52 | Providing concrete for plain concrete (PCC M- 15) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Sr No 11.4 (II) of MORD data book) |
| 53 | Providing concrete for plain concrete (PCC M- 20) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Sr No 11.4 (III) of MORD data book) |
| 54 | Brick Masonry work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering as per Drawing and Technical Specifications 600, 1202, & 1203(Sr No 11.5 (I) of MORD data book) |
| 55 | Brick masonry work in cement mortar 1:3 in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 &1204(Sr No 12.1 (I) of MORD data book) |
| 56 | Reinforced cement concrete (RCC M-30) in substructure complete asper drawings and technical specification Clauses 802, 804,805, 806, 807,1202 and 1204 (Sr No 12.5 (IV) of MORD data book) |
| 57 | Providing and laying reinforced cement concrete (M-30) in superstructure as per drawing and technical specifications Clauses 800,1205.4 and 1205.5 (Sr No 13.1 (III) of MORD data book) |
| 58 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202 (Sr No 13.2 of MORD data book) |
| 59 | Providing and fillling 20mm wide joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.(Sr No 13.2 (IV) of MORD data book) |
| 60 | Providing and laying of Filter media with granular crushed aggregates as perspecifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing 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.clause 1204.3.8.1204.3.8 (Sr.no 12.11 of MORD DATA BOOK) |
| 61 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Sr.no 12.9 of MORD DATA BOOK) |
| 62 | Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 (Sr No 12.3 of MORD data book) |
| 63 | Brick masonry work in cement mortar 1:3 in parapet completeexcluding pointing and plastering as per drawing and technicalspecifications Clauses 600, 1202 & 1203(Sr No 11.5 of MORD data book) |
| 64 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701(Sr No 10.5 of MORD data book) |
| 65 | ROAD FURNITURE & ROAD SAFETY MEASURE |
| 66 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 67 | Direction and Place Identification signs with size 900x600mm |
| 68 | Direction and Place Identification signs with size 1200x900mm |
| 69 | Providing and fixing of typical PMGSY informatory sign board with Logo |
| 70 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided |
| 71 | Providing and Fixing Citizen Informatory Board of PMGSY Project |
| 72 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 73 | Marking of Centre line, Zebra lines with hot applied thermoplastic road marking paint meterial conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision) (Sr no 8.13 of MORT&H data book) |
| 74 | Dismantling |
| 75 | 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 metres clause 202 (Sr no 2.6 B of MORD data book) (Brick work) |
| 76 | 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 metres clause 202(Sr no 2.5 II B of MORD data book (RCC work) |
| 77 | 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 metres clause 202(Sr no 2.9 A of MORD data book(Steel work) |
| 78 | Credit of old useful material (i) Bricks |
| 79 | (ii) Brick Bats |
| 80 | (iii) Old steel in RCC work |
| 81 | (iii) Old structural steel |
| 82 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 83 | Routine Maintenance after completion of construction work (Lump sum amount for each year per km)AMC for1st Year (fixed Rate = 11216.34, bidder(s)/vendor(s) need not to quote for this) |
| 84 | AMC for2nd Year (fixed Rate = 13604.94, bidder(s)/vendor(s) need not to quote for this) |
| 85 | AMC for3rd Year (fixed Rate = 19032.84, bidder(s)/vendor(s) need not to quote for this) |
| 86 | AMC for4th Year (fixed Rate = 22434.48, bidder(s)/vendor(s) need not to quote for this) |
| 87 | AMC for5th Year (fixed Rate = 25836.12, bidder(s)/vendor(s) need not to quote for this) |
