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| 1 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stackingserviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.(II) By Mechanical MeansBituminous Courses |
| 2 | (I) By Manual Meansb) Granular Coursesr |
| 3 | Prime CoatProviding and applying primer coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 all other incidental costs of workcomplete as per Clause 502 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision).(i) For WBM / WMM Surface:(with primer @ 0.70-1.0 kg/sqm) |
| 4 | Providing and applying tack coat with CationicBitumen Emulsion of approved grade conforming toIS: 8887-1978 hire charges of machinery and labour, cost of fuel and lubricants allcomplete as per Clause 503 of Specifications forRoad & Bridge Works of MoRT&H (5th Revision).(i) On Bituminous Surface(Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.) |
| 5 | Providing and laying bituminous macadam with HotMix Plant using approved crushed aggregates ofspecified grading as per Table 500.7 premixed withbituminous binder, transported to site laid over apreviously prepared surface at specified layingtemperature with paver finisher to the requiredgrade, For Grading 2(19 mm nominal size,50-75 mm thick.)(ii) Using Drum mix Type HMP of minimum capacity60-90 TPH. |
| 6 | 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 |
| 7 | 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | 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 |
| 11 | 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 site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. |
| 12 | 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. |
| 13 | 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) |
| 14 | Removal of rubbish,earth etc. from the working site 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 per direction of Engineer in charge. |
| 15 | 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.) |
| 16 | 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 . |
| 17 | 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 standarddrawing.(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) |
| 18 | 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) |
| 19 | 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 |
| 20 | 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 |
| 21 | 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 and fixing 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 . |
| 22 | 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). |
| 23 | Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iii) Grading – III |
| 24 | Taking out carefully Paver blocks from old footpath and stacking properly at suitable nearer site etc. all complete. |
| 25 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 26 | Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)b) By fine sand |
| 27 | 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) 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) Color Decorative |
| 28 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 29 | 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 |
| 30 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 31 | Supplying of 1.1 KV. Grade PVC insulated armoured Aluminium Conductor of size: 16 sqmm, 4 core(Make: Polycab/ Gloster/Havells/):i) 10 Sqmm, 4 Core |
| 32 | ii) 16 Sqmm, 4Core |
| 33 | Laying of one No.cable upto 35 Sqmm. In underground trench 460mm wide into 760mm average depth. With brick protection of top of the cable with 8nos brick per metre, including filling the space between the brick & cable and also the trench with shifted soil leveling up and restoring surface dully ramped. |
| 34 | Supplying and fixing compression type gland complete with grass gland, brass ring and rubber ring or dust and moisture-proof entry of XLPE/PVC armoured cables.i)10 Sqmm, 4 core |
| 35 | ii)16 Sqmm, 4 core |
| 36 | Finishing the end of following XLPE/PVC aarmoured cables by crimping method including supplying and fixing solderless shocket (Dowels make), taps, anticorrosive paste and jointing materials.i) 4 core, 10 Sqmm |
| 37 | ii) 4 core, 16 Sqmm |
| 38 | Supplying and fixing medium gauge GI pipe (ISI- Medium) protection with necessary fittings and jointing materials as required of size 40mm dia. |
| 39 | Supplying and fixing 50mm dia heavy gauge polythene pipe (2mm thick) for protecting U.G.cable. |
| 40 | 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 |
| 41 | Add GST@18% on Sl. No. 1 to 40.00 |
| 42 | Add labour cess @1% on Sl. No. 1 to 41.00 Please Enable Macros to View BoQ information |
