Tender For Improvement Of Road By Cement Concrete Work (Rmc M-25) At Gadhadhar Mistry Lane From 7/19, Gadhadhar Mistry 2Nd Bye Lane To 13/1 Via 37/3, Gadhadhar Mistry Lane Under Ward No-42 Hmc. [ L=310.00M Av. W=3.10M] (Defect Liability Period:- 05 Y
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Project Description
Tender for Improvement Of Road By Cement Concrete Work (Rmc M-25) At Gadhadhar Mistry Lane From 7/19, Gadhadhar Mistry 2Nd Bye Lane To 13/1 Via 37/3, Gadhadhar Mistry Lane Under Ward No-42 Hmc. [ L=310.00M Av. W=3.10M] (Defect Liability Period:- 05 Years)
BOQ
| Sl. No. | Item Description |
| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (i) From 25 mm to 50 mm thick. [Ref : P.W.D.(Rds), Page -321, Item-18.02] |
| 2 | Brickwork with 1st class bricks in cemenmt mortar (4:1) (i) In foundation and plinth [PWD(Bldg) 2017,P-15,It-7] 3RD Corr p-I,It-7 |
| 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) [PWD (Rds) Page 249, Item -4.12] |
| 4 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] (i) Without approved concrete pump [Ref: P.W.D (Bldg) Page-33, Item-19(i)] Analysed Rate |
| 5 | 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 (a) 15 mmm thick Ground floor [P.W.D(Bldg), P-16, It-16] 3RD Corrigenda, P-49] |
| 6 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.[Ref : P.W.D.(Bldg) w.e.f 01.11.17, Page- 192, Item No. 16] |
| 7 | Construction joint at concrete road with 12mm thick thermocol board, in position including cutting to requisite size and shape all direction of Engineer-in-Charge [ Rate as per Analysis no-37] |
| 8 | ADD 18% G.S.T |
| 9 | Labour Welfare Cess 1% Please Enable Macros to View BoQ information |
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