| 1 | 1 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. (Extra quantity of earth for filling shall be obtained from road side borrow pits.) [Ref : P.W.D.(Rds), Page -271, Item-10.01] | BI01010001010000000000000515BI0100001119 | 1600 | M2 |
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| 2 | 2 | Labour for picking up existing metalled road surface to a specified avarage septh including screening and stacking the pavement materials (C) For Avarage depth above 75mm but not execedding 150mm by manual maens (ii) Brick/jhama mrtal surface [Ref: P.W.d(Rds) w.e.f 30.08.18, Page-331, Item no-18.01] | | 900 | M2 |
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| 3 | 3 | Water bound macadam sub base by consolidating Jhama metal/Laterite chelly or stone metal/singles of specific size in hard crust to requisite thickness (Measured after compaction) in layer including screening of metals etc…………………….. And machine and compacting required density as per claus 404 of specification of road and bridge work of MORT&H (5th revision) (i) For construction of sub base by consolidating jhama metal (63mm to 45mm) wity moorum screening.[Ref : P.W.D (Rds). Page-247, Item-4.10.1] Analysis rate. | | 350 | M3 |
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| 4 | 4 | Wet mix macadam base course providing laying spreading and compacting graded stone aggregrates to wet mix macadam specification including screening of aggregrates and granular materials, premixing the material with water at OMC in wet mix plant, carraige of mixed material by triper to site laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including supply of all materials, machinery suel and lubricants including incidental costs for lighting,guarding,barricading making earthrn bundh to protect the edges including cost of quality control complete as per clause of 406 of specifications for road & bridge works of MoRT&H (5th revision) [Ref: P.W.D(Rds) w.e.f 30.08.18, P-249, It-4.12] Analysed rate | | 400 | M3 |
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| 5 | 5 | Water bound macadam base course providing laying spreading and compacting stone aggregrates of specification 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 booming requisite type of screening/binding materials to fill up the interstics of coarse aggregrate, watering including lighting, guarding, barricading and making necessary earthern bundh of one metre width on each side and preparing the bed by necessary cutting or filling including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density as per (iii) Grading-II Aggregrate (53mm to 22.4mm) using stone sceening Type-B(11.2mm) B. manual means [Ref: P.W.D(Rds)P-248, It-4.11(iii)] Analysed rate | | 45 | M3 |
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| 6 | 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). (i) For WBM/WMM surface :: (With primer @ 0.70-1 [Ref : P.W.D (Rds), w.e.f-30.08.18 Page-251, Item No. 5.01] Analysis no-7 | | 4000 | M2 |
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| 7 | 7 | 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). (ii) On Granular surfaces treated with primer [Ref : P.W.D (Rds), w.e.f-30.08.18 Page-251, Item No. 5.02(ii)] Analysis no-7 | | 4000 | M2 |
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| 8 | 8 | Providing and Laying Bituminous Macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per table 500.4 premixed withh Bituminous binder, transported to site laid over a previously prepared surface at specified laying temprature by means of approved and sutaible arrangements to the required grade,........B. For grading 2 (19 mm nominal size 50-75 mm thick) (i) Using batch type HMP of Minimum capacity 100-200 TPH [ref: P.W.D(Rds) w.e.f-30.08.18, Page-252, Item-5.03] Analysed rate | | 300 | M3 |
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| 9 | 9 | Providing and applying tack coat with catonic bitumen emulsion off approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistering the surface including cost and carraige of emulsion............. (i) On Bituminous surface (Using Bitumen emulsion at the rate of 0.20 to 0.30 kg per sqm[ref: P.W.D(Rds) w.e.f-30.08.18, Page-251, Item-5.02(i)] | | 4000 | M2 |
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| 10 | 10 | Providing and laying Mastic Asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregrate,filler material and bitumen, prepared by using mastic cooker including cost and carraige of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved job mix formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specification including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temparature of surfaces not less than 100° C, protruding 1mm to 4mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per clause 516 of specification for road & bridge works of MoRT&H (5th revision) [Ref: P.W.D(Rds) w.e.f-30.08.18, Page-259, Item-5.14(ii)] | | 4000 | M2 |
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| 11 | 11 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth [Ref: P.W.D (Bldg) w.e.f-01.11.17, 3rd corrigenda Page - 1, Item.- 7] | | 40 | M3 |
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| 12 | 12 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. [Analysis rate]. | | 5 | M3 |
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| 13 | 13 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Tor steel/mild steel (Sail/Tata/RINL) (a) In foundation basement and upto roof of gfround [ref: P.W.D(Bldg) w.e.f-01.11.17, 2nd Corrigenda P-1,I-40(a)(i) | | 0.3 | MT |
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| 14 | 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (A) with 1.4 cement mortar (i) 15mm thick plaster (External) (b) In ground floor [P.W.D(Bldg) w.e.f-01.11.17, 3rd corrigenda P-50, I-2] | | 700 | M2 |
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| 15 | 15 | Neat Cement punning about 1.5mm thick in wall, dado window sills, floor, drain etc [P-166, I-8] | | 700 | M2 |
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| 16 | 16 | 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 [ref: P.W.D (Bldg) w.e.f-01.11.17, Page-12, Item-13] | | 70 | M3 |
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| 17 | 17 | Hire and labour charges for shuttering with centering and necessary stagging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and coloums...........(f) 25mm to 30mm shuttering without staging in foundation [ref: P.W.D(Bldg) w.e.f-01.11.17, Page-43, Item-36(f) | | 60 | M2 |
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| 18 | 18 | Add maintanance cost @ 10% on sum of item no 1.00 to 17 i.e. On Amount Rs, 860432.39 for 5 years | | 1 | L.S |
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| 19 | 19 | Add G.S.T @ 12% | | 1 | No. |
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| 20 | 20 | Add Cess @ 1% | | 1 | No. |
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| 21 | 21 | Contengency @ 3% | | 1 | No. |
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