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| 1 | 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 (MoRT&H no. 12.1 (B)) With Batching Plant, Transit Mixer and Concrete Pump |
| 2 | Depth up to 3.00m |
| 3 | Depth 3.00 m to 6.00 m |
| 4 | Depth above 6.00 m |
| 5 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects dewatering for 60 daysX24 |
| 6 | Making bore and installation of pumping set for dewatering arrangements complete in all respects. |
| 7 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) (MoRT&H 12.4) |
| 8 | Plain/Reinforced cement concrete M-15 in open foundation complete as per drawing and technical specifications/With Batching Plant, Transit Mixer and Concrete Pump (MoRT&H 12.8 A) |
| 9 | Plain/Reinforced cement concrete M-30 in open foundation complete as per drawing and technical specifications/With Batching Plant, Transit Mixer and Concrete Pump (MoRT&H 12.8 G) |
| 10 | Supplying, Fitting and Placing intigrated plant marked HYSD bar Fe500 Reinforcement in foundation including cutting,wastage & overlap complete as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600 (Sr no 12.4 & 13.6, 14.2) (MoRT&H 12.40) |
| 11 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (MoRT&H 13.50 G ) With Batching Plant, Transit Mixer and Concrete Pump |
| 12 | Supplying, fitting and placing Integrated plant marked HYSD bar Fe 500 reinforcement in sub-structure complete as per drawing and technical specifications (MoRT&H 13.60) |
| 13 | 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 (MoRT&H no.13.8) |
| 14 | Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and Wing wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10) |
| 15 | Back filling behind abutment, wing wall and Wing wall complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 & 2200 of MoRT&H specification (MoRT&H 13.9) |
| 16 | Furnishing and Placing M-30 Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (MoRT&H 14.1 C (ii) With Batching Plant, Transit Mixer and Concrete Pump |
| 17 | Supplying, Fitting and Placing Intigrated plant marked HYSD bar FE500 Reinforcement in superstructure including cutting,wastage & overlap as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600 (Sr no 12.4 & 13.6, 14.2) |
| 18 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. CSR (22.12 A) |
| 19 | Providing and fixing 65 mm dia GI pipe hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts, MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as directed by the Enginneer-in-charge. (N.S) ( As per CSR 28.36 (g) ) |
| 20 | Strip Seal Expansion Joint (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 14.21 |
| 21 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. (MoRT&H 14.17 (iii)) |
| 22 | Tack Coat on Granular surfaces treated with primer (Providing and applying tack coat with bitumen VG 10 at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) as per MoRT&H 5.2 (ii) |
| 23 | 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 % 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 5.5 (i) specification clause No. 509 complete in all respects VG30 |
| 24 | Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen VG 30 meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. (MoRT&H no. 5.11) |
| 25 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) CSR 22.8 |
| 26 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H specification (CSR 24.53) |
| 27 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Concrete Pump |
| 28 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Concrete Pump |
| 29 | 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 |
| 30 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) (MoRT&H no. 8.8) |
| 31 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (MoRT&H 14.16) |
| 32 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) CSR 24.66 |
| 33 | Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. CSR 24.63 |
| 34 | Retro- reflectorised Traffic signs (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, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 35 | 60 cm circular |
| 36 | 90 cm equilateral triangle |
| 37 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 38 | APPROACHES WITH RE WALL OF THE ROAD |
| 39 | Plain/Reinforced cement concrete (M-35) in open foundation complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump |
| 40 | Reinforced cement concrete (M-35) in sub-structure complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump |
| 41 | Type - A, \\"W\\" : Metal Beam Crash Barrier (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 ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised 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 clause 810) (CSR 24.56) |
| 42 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Sr.No 3.16 of MoRTH ) |
| 43 | 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. |
| 44 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 45 | Water Bound Macadam Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Sr.No 4.11,4.11 A,4.11 A(ii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 46 | Water Bound Macadam Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.(Sr.No 4.11,4.11 A(iii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 47 | BASE AND SURFACE COURSES (BITUMINIOUS) Prime Coat (Low Porosity) Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means (Sr.No 5.1 A of MoRTH ) |
| 48 | Tack Coat (VG-10) Providing and applying tack coat with VG-10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Sr.No 5.2 (ii) of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 49 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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. VG 10 |
| 50 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 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 VG 30 |
| 51 | Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801 |
| 52 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 53 | Direction and Place Identification signs with size 800x600mm |
| 54 | Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. |
| 55 | Providing and fixing of typical PMGSY Logo sign board (Double sided) Providing & fixing of typical PMGSY Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. All M.will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class-B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of expoy paint as per drawing Clause 1701 and Annexure 1700.1. |
| 56 | Providing and fixing PMGSY Citizen Informatory board |
| 57 | Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 58 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) |
| 59 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 . ) as per MORTH 9.12d 1000mm |
| 60 | Laying Brick soling layer on prepared sub grade with brick on end edgeing according to lines, graded and x section shows on the drawing filling joints with sand and earth spreading 25mm thk layar of earth over brick soling watering and rolling the same with three whelled road roller 80-100kN as per technical specification Clause 412 CSR |
| 61 | Removing hume pipe 1000 mm dia |
| 62 | Disposal of material upto 2km lead |
| 63 | Credit of old Hume pipes |
| 64 | Credit of old material |
| 65 | Credit of Brick Bats |
| 66 | DISMANTLING OF OLD STRUCTURE |
| 67 | 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 Dismantling of B.B Work |
| 68 | 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 Dismantling of RCC |
| 69 | Disposal of material upto 2km lead |
| 70 | Credit of old Steel |
| 71 | Add Acceptance Load Test on Bridge as per IRC:SP-51-2015 Must be Conducted by Approved/ Reputed Agency as Approved by Engineer in charge |
| 72 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 73 | For 1st year |
| 74 | For 2nd year |
| 75 | For 3rd year |
| 76 | For 4th year |
| 77 | For 5th year Please Enable Macros to View BoQ information |
