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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) excluding steel complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. ( 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 per specifications 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 slab including centering shutering but excluding steel complete as per drawing and Technical Specification clause 1500 &1600 1700 (Sr.no 14.1 E 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 14.02 of 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 | Providing and laying brick on end edging in full brick width and half brick deep including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD specifications. [CSR item no 24.16] |
| 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) |
| 33 | 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) |
| 34 | 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 ype-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per MoRD Specification Clause 405. (Sr No 4.7 of MORD data book) (WBM Grading -II) |
| 35 | Providing, laying, spreading and compacting stone aggregates wbm GR-III) 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. (Sr No 4.7 of MORD data book) (WBM Grading -III) |
| 36 | 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) |
| 37 | 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) |
| 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 | ROAD FURNITURE & ROAD SAFETY MEASURE |
| 41 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 42 | Direction and Place Identification signs with size 900x600mm |
| 43 | Direction and Place Identification signs with size 1200x900mm |
| 44 | Providing and fixing of typical PMGSY informatory sign board with Logo |
| 45 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided |
| 46 | Providing and Fixing Citizen Informatory Board of PMGSY Project |
| 47 | 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. |
| 48 | 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) |
| 49 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 50 | Routine Maintenance after completion of construction work (Lump sum amount for each year per km) AMC for 1st Year (fixed Rate = 15499.25, bidder(s)/vendor(s) need not to quote for this) |
| 51 | AMC for 2nd Year (fixed Rate = 18835.85, bidder(s)/vendor(s) need not to quote for this) |
| 52 | AMC for 3rd Year (fixed Rate = 27245.03, bidder(s)/vendor(s) need not to quote for this) |
| 53 | AMC for 4th Year (fixed Rate = 32272.98, bidder(s)/vendor(s) need not to quote for this) |
| 54 | AMC for 5th Year (fixed Rate = 37300.19, bidder(s)/vendor(s) need not to quote for this) Please Enable Macros to View BoQ information |
