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| 1 | Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge.(ii) For depth upto 100mm to 150mm |
| 2 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(II) By Mechanical MeansBituminous Courses |
| 3 | Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H(5th Revision). |
| 4 | Prime CoatProviding and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For WBM / WMM Surface:(with primer @ 0.70-1.0 kg/sqm) |
| 5 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading inuniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve thedesired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost ofquality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading – III |
| 6 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 7 | Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temparature with paver finisher to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per clause 504 of specifications for Road & Bridge works of MoRT&H (5th Revision).A. For Grading 1(19mm nominal size, 50-75 mm thick.)(ii) Using Drum mix type HMP of minimum capacity 100-120 TPH |
| 8 | Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified(ii) 50 mm thickness |
| 9 | Raising manhole cover and frame with CBW(1:4), 250mm thick up to 100 high with 20mm thick sand and cement plaster including finishing with neat cement after cutting the asphaltum pavement and taking out and refixing the existing manhole cover and frame with cement concrete (1:1, 5:3) with stone chips all round the frame surface including removal of surplus spoils. |
| 10 | Raising Gully pit cover and frame with CBW(1:4), 250mm thick up to 100 high with 20mm thick sand and cement plaster with neat cement after dismantling the existing setting and taking out and refixing the existing cover and frame with cement concrete (1:1, 5:3) with stone chips all round the frame surface including removal of surplus spoils. |
| 11 | Taking out stone slabs of flat V-shaped drain of road sideand resetting the same to correct line and level with cementmortar (1 : 4) including cement pointing (1 :2)(a) Vertical kerb stone. |
| 12 | Taking out stone slabs of flat V-shaped drain of road sideand resetting the same to correct line and level with cementmortar (1 : 4) including cement pointing (1 :2)Flat Stone Channel |
| 13 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at |
| 14 | Supplying and laying ornamental cement Concrete Kerb 150 mm wide & 560 mm deep tappered in one side as per drawing mm as per drawing of m 25 Grade ready mix concrete on 150 mm thick foundation of ordinary M 15 grade concrete having 50 mm projection beyond the channel (One side) complete as per Direction of EIC. |
| 15 | Supplying & laying ornamental cement concrete road channel (300mm X 300mm X 100mm) od M-25 grade, concrete on 150mm thick foundation concrete having 500mm projection beyond kerb stone all complete as median as per direction of EIC. |
| 16 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D)(i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of sizeeach 4034.00Cover: 700 mm X 100 mmFrame: 910 mm X 185 mmopening: 560mmWeight: 245 kg (approx) |
| 17 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole / gully pit cover with matching frame as per I.S. 12592 (M.D.)i) 15 MT load bearing capacity gully pit cover with frame and hingearrangement for opening of sizeCover : 565 mm. X 410 mm. X 90 mm.Frame : 715 mm. X 565 mm. X 185 mm.Weight : 140 Kg. (approx.) |
| 18 | Semi-dense Bituminous Concrete Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature, including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. |
| 19 | Construction of gullypit 1100mmX625mm. inside measurement and depth of invert 1500mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 150mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon-edge flooring in the invert, 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside of walls and invert including supplying, fitting and fixing R.C.P.C. gully grid (15-M.T.load bearing capacity) and 225 mm. dia. C.I. Syphone including cutting hard crust,excavation, dewatering, back filling and removal of spoils as per standard drawing . |
| 20 | Construction of manhole with chamber of size as given below as perrequirement and 600mm X 600mm. (inside measurement) square shaft, withcement brick work (1:4) over 150 mm. thick jhama cement concrete (1:4:8)bed, over a layer of brick flat soling ordinary cement concrete (mix 1:2:4) and C.I.steps (4 Kg. each) including cutting hard crust, excavation, de-watering, backfilling and removal of spoils but excluding shoring complete as per standard drawing. (Depth of invert shall not be less than 1.80M below G.L.) Average depth of invert 2.5m. below G.L.i) With 250mm. thick brick workb) Above 400 mm to 600 mm dia having internal size (1500mmx1100mm) |
| 21 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) |
| 22 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.(a) One Coat |
| 23 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsion |
| 24 | Construction of Catch pit 600mmX525mm. (inside measurement) and depth of invert 1000mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 100mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon-edge flooring with 20 mm. thick cement plaster (1:4) finished fine with 1.5mm. thick neat cement in the inside walls and invert including supplying andfixing R.C.P.C. gully grid (5 M.T.load bearing capacity) and 150 mm. dia. C.I. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing . |
| 25 | Taking out carefully Paver blocks from old footpath and stacking properly at suitable nearer site etc. all complete. |
| 26 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 27 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety |
| 28 | Supplying and laying in the specified pattern of interlocking concrete block pavements(ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) manufactured from BIS license manufacturer, with spacer nib (small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 1568) and specified size and shape with aspect ratio the ratio of length t othickness of a paver block, as per cl.no.3.3 of IS: 15658) as per table 2 of IS: 1568 with flexural strength/breaking load as per annexure g of IS:1568, on the prepared base as certified CBR as per table 1 of IRC SP 63 2018 or else as of 25-35 mm thick (grading of the building sand as per clause 6.5.1 of IRC SP-63) paver block with joint filling sand and completing the edges with cut blocks as per CL.No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.60 mm thicki) Colour Decerotive |
| 29 | Supplying and laying in the specified pattern of interlocking concrete block pavements(ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) manufactured from BIS license manufacturer, with spacer nib (small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 1568) and specified size and shape with aspect ratio the ratio of length t othickness of a paver block, as per cl.no.3.3 of IS: 15658) as per table 2 of IS: 1568 with flexural strength/breaking load as per annexure g of IS:1568, on the prepared base as certified CBR as per table 1 of IRC SP 63 2018 or else as of 25-35 mm thick (grading of the building sand as per clause 6.5.1 of IRC SP-63) paver block with joint filling sand and completing the edges with cut blocks as per CL.No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap.60 mm thicki) Colour DecerotiveWith buy back of servicable old 60mm paver block as available from footpath. |
| 30 | Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as perdirection of Engineer in charge |
| 31 | Add GST@18% on Sl. No. 1 to 30.00 |
| 32 | Add labour cess @1% on Sl. No. 1 to 31.00 Please Enable Macros to View BoQ information |
