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| 1 | Picking up and removing old bituminous layer or sand sealing coat from old blank topped surface and cleaning the exposed surface by scraping and stacking the material as directed (a) By manual means (i) From 25mm to 50mm thick [Ref: P.W.D (Rds), Page-.321, Item-18.02] |
| 2 | Providing and applying tack coat with catonic Bitumen emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with hydraulic broom, moistering 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 (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg/sqm) [ref: P.W.D(Rds), Page-248, Item no-5.02] |
| 3 | Providing and laying Bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregrates of specified grading as per table 500.4 premixed with Bituminous binder, transported to site laid over a previously prepared surface at specified laying temparature by means of approved and suiatable arrangements to the required grade......... B. For grading II (19mm nominal size, 50-75 mm thick) [Ref: P.W.D(Rds), Page-249, Item-5.04] |
| 4 | Providing and applying tack coat with catonic Bitumen emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with hydraulic broom, moistering 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 Bituminous surface (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg/sqm) [ref: P.W.D(Rds), Page-248, Item no-5.02] |
| 5 | Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregrate, fine aggregrate, filler material and bitumen pepared by using Mastic cooker including cost and carriage of all ingreiants cost of heating aggregrates 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 ssurface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine- grained hard stone chipping of 13.2mm nominal size atthe rate of 0.005 cum per 10 sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface, including the hire chargs of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges an quality control of all complete as per Clause 516 of specifications for Road & Bridge Works of MoRT&H (5th Revision) (i) 25mm Thickness [Ref: P.W.D(Rds) Page-259, Item-5.14] |
| 6 | Brickwork with 1st class bricks in cement mortar (1:4) (i) In foundation and plinth [P.W.D(Bldg) 2017, Page-15,Item-7] |
| 7 | 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 [Excluding cost of chipping over concrete surface] (a) 15mm Thick plaster (Ground Floor) [Reef: P.W.D (Bldg) 2017, P-189, It-1.ii] |
| 8 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. [Ref: P.W.D (Bldg) 2017,P-192, It-15] |
| 9 | Removal of rubbish, earth etc from the working site and disposal of the same beyond the compound, in conformity with Municipal/Coporation 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) 2017, Pge-12, Item no-13] |
| 10 | Add G.S.T @ 18% |
| 11 | Welfare Cess @ 1% |
