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| 1 | Excavation for Structures (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 with approved material.) by machenical means |
| 2 | a) up to 3 mtr. Depth |
| 3 | b) 3 m to 6 m depth |
| 4 | Reinforced Cement Concrete M-35 in Piles including Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) ( 2 Nos ) , excluding steel reinforcement complete as per Drawing and Technical Specification.MORT&H Clause 1100 & 1700 |
| 5 | Providing and laying of PCC M10 (1:3:6) levelling course 100mm thick below the pile cap.Clause 800, 1200 |
| 6 | Reinforced Concrete M 30 in Pile Cap including centering shutering but excluding steel complete as per Drawing and Technical Specifications section 1200,1500 & 1700. |
| 7 | Reinforced Cement Concrete M-30 in sub structure including centering shutering but excluding steel reinforcement complete as per Drawing and Technical Specification. .MORT&H Clause 1500, 1700 & 2200 |
| 8 | Providing and laying of Filter media with granular crushed aggregates as per specifications to a thickness of not less than 600 mm complete as per drawing and Technical Specification. Clause 1200 |
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 10 | 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 |
| 11 | Supplying fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II), section IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications. |
| 12 | Furnishing and Placing Reinforced cement concrete M-30 in Deck slab including centering shutering but excluding steel complete as per drawing and Technical Specification MORT&H Clause 1500 &1600 1700 |
| 13 | P.C.C. M 15 levelling course below approach slab complete as per drawing and technical specifications Clauses 2700 |
| 14 | Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses1500,1600,1700 & 2704 |
| 15 | 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.MORT&H Clause 2607 |
| 16 | Drainage Spouts complete as per drawing and Technical specification (Sr no 14.9) |
| 17 | Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to the bridge structures, constructed with Reinforced Cement Concrete Grade M-40 with HYSD reinforcement conforming MoRT&H Specification and as per detail given IRC-5 including dowel bars, expansion joint filled with pre-moulded asphalt filler fibre board etc and approved drawing and location directed by the Engineer, all as specified. |
| 18 | 56 mm thick wearing coat consisting of 50 mm th. Bituminous concrete, 6 mm th. Mastic asphaltic including two No. tack coats. 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 1701 |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 22 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 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 2004 (upto date revision) |
| 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 D4956 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 | Providing and fixing informatory Sign Boards (900x600mm)(CSR 24.47) |
| 27 | Pile Integrity test (3 Test on each pile) |
| 28 | Acceptance Load Test on bridge as per IRC: SP-51-2015 /Provision of Span load test |
| 29 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 |
| 30 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 31 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 32 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 5 kms as per Technical Specification clause 301.5 |
| 33 | Loosening, Levelling and Compacting original ground supporting embankment 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 Specification Clause 301.4.1. |
| 34 | Dismantling of brick on end edging including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD specifications. Ref CSR 8.5(i) |
| 35 | 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. |
| 36 | Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 |
| 37 | 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 as per Technical Specification Clause 405. |
| 38 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 39 | 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 |
| 40 | 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 ( for BM) |
| 41 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10, transported to site 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. |
| 42 | Mix Seal Surfacing....Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-B) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 43 | 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. |
| 44 | Providing and fixing Delineators Ref CSR |
| 45 | Cautionary Sign Board 600mm Triangular |
| 46 | Warning Sign board 600mm circular |
| 47 | Direction and Place Identification signs with size 900x600mm |
| 48 | Providing and fixing of typical PMGSY informatory sign board with Logo |
| 49 | Providing and fixing of Standard PMGSY Logo Sign Board Double Sided |
| 50 | Providing and Fixing Citizen Informatory Board of PMGSY Project |
| 51 | Providing and Maintenance Informatory Board of PMGSY Project |
| 52 | Hazard Marker Sign Board 300x900mm Rectangular State |
| 53 | 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. |
| 54 | Providing and layng centre line 10 /15 mm wide with thermoplastic paint |
| 55 | 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 |
| 56 | Plain/Reinforced cement concrete ( M-15 ) in open foundation complete as per drawing and technical specifications |
| 57 | Plain/Reinforced cement concrete (M-25) in open foundation complete as per drawing and technical specifications |
| 58 | Reinforced cement concrete (M-25) in sub-structure complete as per drawing and technical specifications |
| 59 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 60 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 61 | Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/Wing wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification |
| 62 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 63 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 64 | Credit of Bricks |
| 65 | Credit of Brick bats |
| 66 | Credit Hume pipes |
| 67 | Dismantling Brick work |
| 68 | Dismantling RCC work |
| 69 | Credit Steel |
| 70 | Routine Maintenance after completion of construction works as per preiodicity to Routine Maintenance mentioned in the contract data. |
| 71 | AMC for 1st year (fixed rate = 105641 bidder(s)/ vendor(s) need not to quote for this |
| 72 | AMC for 2nd year (fixed rate = 162861 bidder(s)/ vendor(s) need not to quote for this |
| 73 | AMC for 3rd year (fixed rate = 237641 bidder(s)/ vendor(s) need not to quote for this |
| 74 | AMC for 4th year (fixed rate = 300714 bidder(s)/ vendor(s) need not to quote for this |
| 75 | AMC for 5th year (fixed rate = 363788 bidder(s)/ vendor(s) need not to quote for this Please Enable Macros to View BoQ information |
