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| 1 | Bored cast-in situ M-35 grade with minimum cement content 419 kg per cum of concrete in R.C.C pile 1000 mm dia excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m as per clause 1100, 1600 & 1700 in MoRT&H specification (MoRT&H 12.24) With Batching Plant, Transit Mixer and Concrete Pump |
| 2 | Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification (MoRT&H 12.37) |
| 3 | Initial and Routine load test |
| 4 | Lateral load test |
| 5 | 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)) |
| 6 | Depth up to 3.00m |
| 7 | Depth 3.00 m to 6.00 m |
| 8 | Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39) With Batching Plant, Transit Mixer and Concrete Pump |
| 9 | Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D) With Batching Plant, Transit Mixer and Concrete Pump |
| 10 | Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40) |
| 11 | Reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc. complete as per drawing and technical specifications as per clause 1500, 1700 & 2200 of MoRT&H specification (MoRT&H no. 13.5 (h)) With Batching Plant, Transit Mixer and Concrete Pump |
| 12 | Reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc. complete as per drawing and technical specifications as per clause 1500, 1700 & 2200 of MoRT&H specification (MoRT&H no. 13.5 (h)) With Batching Plant, Transit Mixer and Concrete Pump |
| 13 | Furnishing and placing reinforced cement concrete (M-40) with minimum content of 430 kg per cum of concrete for bearing pedestal as per drawing and technical specification as per clause 1500, 1600, 2100 of MoRT&H specification (MoRT&H no. 14.1 (E)) With Batching Plant, Transit Mixer and Concrete Pump |
| 14 | 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 MoRT&H Specifications complete as per drawing and approved Technical Specifications. (MoRT&H no. 13.18) |
| 15 | 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 MORT&H specifications complete including all accessories as per drawing and Technical specifications (MoRT&H 13.14) |
| 16 | Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in substuructure complete as per drawing and technical specification as per clause 1600 & 2200 of MoRT&H specification (MoRT&H 13.6) |
| 17 | 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) |
| 18 | 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) |
| 19 | 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) |
| 20 | Furnishing and placing reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in superstructure complete as per drawing and technical specification as per clause 1500, 1600 & 1700 of MoRT&H specification (MoRT&H 14.1 D (ii) + 14.13 For T-beam & slab including launching, tranporting & placing in position of precast RCC girders by launching truss/girders upto 40 m span. With Batching Plant, Transit Mixer and Concrete Pump |
| 21 | Supplying, fitting and placing integrated plant marked Fe-500 D TMT bar reinforcement in super-structure complete as per drawing and technical specifications as per clause 1600 of MoRT&H specification (MoRT&H no. 14.2) |
| 22 | 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) |
| 23 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, 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.) as per clause 2607 of MoRT&H specification (MoRT&H no. 14.22) |
| 24 | Providing and fixing in position 20mm 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 specification (MoRT&H 14.18 (iii)) |
| 25 | Providing and applying tack coat with bitumen 80/100 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2) |
| 26 | Providing and laying 40mm thick 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 VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatic pver finisher with sensor MoRT&H 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 respect (MoRT&H no. 5.8) |
| 27 | Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen 30/40 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. 5.14) |
| 28 | Drainage spouts complete as per drawing and techincal specification as per clause 2705 of MoRT&H specification (CSR 22.8) |
| 29 | Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications CSR 24.57 |
| 30 | PCC M 15 with minimum cement content 275 kg per cum of concrete Grade levelling course below approach slab complete as per drawing and technical specification as per clause 2700 of MoRT&h specification (MoRT&H 14.10) With Batching Plant, Transit Mixer and Concrete Pump |
| 31 | Reinforced cement concrete (M-35) with minimum cement content 422 kg per cum of concrete in approach slab including reinforcement and formwork complete as per drawing and technical specification as per clause 1500, 1600, 1700 & 2704 of MoRT&H specification (MoRT&H no. 14.11) With Batching Plant, Transit Mixer and Concrete Pump |
| 32 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause 803 of MoRT&H specification (MoRT&H no. 8.8) |
| 33 | APPROACHES WITH RETAINING WALL OF THE ROAD |
| 34 | Plain/Reinforced cement concrete ( M-15 ) in open foundation complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump |
| 35 | Plain/Reinforced cement concrete (M-35) in open foundation complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump |
| 36 | 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) |
| 37 | 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 ) |
| 38 | GRANULAR SUB-BASE & BASE COURSE (NON BITUMINIOUS) Granular Sub-Base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401(Sr.No 4.1 of MoRTH ) |
| 39 | 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 ) |
| 40 | 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 ) |
| 41 | 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 ) |
| 42 | 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) |
| 43 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Sr.No 5.3 (ii) of MoRTH ) VG 30 |
| 44 | 20 mm Thick Open-Graded Premic Carpet Providing, laying and rolling of open - graded premix surfacing of 20 mm VG-10 thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.(Sr.No 5.7 of MoRTH ) Approches both side of Bridge (LHS-110m,RHS-150m =260 m) |
| 45 | Seal Coat (Type - B) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats.(Sr.No 5.9 of MoRTH ) VG-10 |
| 46 | 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 |
| 47 | Retro-reflectorised Traffic Signs 900x900x900mm triangular |
| 48 | Direction and Place Identification signs with size 800x600mm |
| 49 | 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. |
| 50 | 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. |
| 51 | Providing and fixing PMGSY Citizen Informatory board |
| 52 | 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 |
| 53 | Diversion |
| 54 | 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 . ) |
| 55 | Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203 |
| 56 | Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond alongwith preparation of subgrade with rough dressing of soil, final dressing of earth to give level surface and camber including watering, rolling with road roller. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects. |
| 57 | Credit of supply of Hume pipe |
| 58 | 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 |
| 59 | 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 PCC 1:6:12 |
| 60 | 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 |
| 61 | Credit of Brick Bats |
| 62 | Credit of Steel |
| 63 | 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 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 64 | Acceptance Load Test on Bridge as per IRC:SP-51-2015 Must be Conducted by Approved/ Reputed Agency as Approved by Engineer in charge |
| 65 | Add Pile Integrity test Must be Conducted by Approved/ Reputed Agency as Approved by Engineer in charge |
| 66 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 67 | For 1st year |
| 68 | For 2nd year |
| 69 | For 3rd year |
| 70 | For 4th year |
| 71 | For 5th year Please Enable Macros to View BoQ information |
